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FLS2003-12060
F Planning Department LL CASE #: t.S 2_00 3 (I 0 100 South Myrtle Avenue t lea f DATE RECEIVED: 11 A- z 0 > Clearwater, Florida 33756 er rwa RECEIVED BY (staff initial g): Telephone: 727-562-4567 ATLAS PAGE #: 2-711 (3 Q Fax: 727-562-4865 ZONING DISTRICT: t RT' LAND USE CLASSIFICATION: "=L.. SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION SURROUNDING USES OF ADJACENT PROPERTIES: l4 SUBMIT 13 COPIES OF THE ORIGINAL APPLICATION including NORTH: SOUTH: 1) collated, 2) stapled and 3) folded sets of site plans WEST: SUBMIT APPLICATION FEE $ ?I'7s • (T? EAST: NOTE: 14 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDA" DEVELOPMENT APPLICATION (Revised 8/15/03) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) WEAVER ENTERPRISES, INC. APPLICANTNAME: MAILINGADDRESS: 2050 Weaver Park Drive PHONE NUMBER: 727-442-0035 FAX NUMBER: 727-461 -7239 J. C. Weaver/Weaver Enterprises, Inc. PROPERTY OWNER(S): (Must include ALL owners) 1,jrg 112 LE 11 12 L9 AGENT NAME: J.C. Weaver/Steve Toutante MAILING ADDRESS: Same PHONE NUMBER: CELL NUMBER: E-MAIL ADDRESS: DEC 0 4 2003 B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) STREET ADDRESS: 1490 Belcher Road LEGAL DESCRIPTION: "SEE ATTACHED" PARCEL NUMBER: Same FAX NUMBER: Same 12/29/15/70182/100/1500 PARCEL SIZE: 3.1585 Acres (137,584.10 S.F.) (acres, square feet) 37,000 S.F. Flex Space PROPOSED USE(S) AND SIZE(S): (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Decrease 20' setbacks along Belcher Road and (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Range Road to 15' to provide foundation planting. Page 1 of 6 -Flexible Standard Development Application -City of Clearwater DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) &X SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ? Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed development is consistent with the industrial nature of the surrounding.area. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The proposed development will not hinder or discourage the appropriate development and use of 'adjacent land buildings or impair value. Development will increase value ' 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed development will not adversely affect the health or safety of persons residing or working in the area. 4. The proposed development is designed to minimize traffic congestion. The proposed development limits congestion by not having a driveway onto Belcher Road. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development will far exceed the Community character of the immediate vicinity with the proposed landscaping 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed development will provide for a pleasant visual, acoustical and olfactory (landscaping) effects 6X Address the applicable flexibility criteria for the specific land use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how criteria is achieved, in detail: By reducing the setbacks from 20' to 151, the development will be enhanced with the foundation plantings. Page 2 of 6 - Flexible Standard Development Application - City of Clearwater E. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) P SIGNED AND SEALED SURVEY (including legal description of property) - One original and 13 copies; [5X TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed); Ox LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; No reduction MX GRADING PLAN, as applicable; W PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; NIA. F. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) V SITE PLAN with the following information (not to exceed 24"x 36"): X All dimensions; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; _ Index sheet referencing individual sheets included in package; X- Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; K_ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen X trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X- Location of all street rights-of-way within and adjacent to the site; X Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas X and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per X Section 3-201(D)(i) and Index #701); Location of all landscape material; _ Location of all onsite and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; and ,X__ Location of all existing and proposed sidewalks. 6 SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: X Land area in square feet and acres; T_ Number of EXISTING dwelling units; 7- Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; X Impermeable surface ratio (I.S.R.); and XX- Floor area ratio (F.A.R.) for all nonresidential uses. 6 REDUCED SITE PLAN to scale (8'/2 X 11) and color rendering if possible; ? FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; X All open space areas; X Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); + Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. Page 3 of 6 - Flexible Standard Development Application - City of Clearwater G. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) )Q( STORMWATER PLAN including the following requirements: X Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; Stormwater calculations for attenuation and water quality; Signature of Florida registered Professional Engineer on all plans and calculations XY COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN: All existing and proposed structures; X_ Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; X Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; X Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline; Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and X common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; X Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; X Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); X Irrigation notes. 6X REDUCED LANDSCAPE PLAN to scale (8 %X 11) (color rendering if possible); ? IRRIGATION PLAN (required for level two and three approval); N/A ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. N/A 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. C] BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; C] REDUCED BUILDING ELEVATIONS -four sides of building with colors and materials to scale (8'/2X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) W All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be ??XX removed or to remain. CI' All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing )?( Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. N/A Page 4 of 6 - Flexible Standard Development Application -City of Clearwater 0 0 K. TRAFFIC IMPACT STUDY: (Section 4-801.C) ? Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. N/A. L. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. STATE OF FLORIDA, COUNTY OF PINELLAS '4 1h day of Sworn to and subscribed before me this me'.3c Kbt/ A. D. 2003 to me and/or by ,,V - C, 1a3 mot l who is personally known has produced as identification. a;?cfia?teP Notary p ic, My com . sion expires: m'-D-t r Page 5 of 6 -Flexible Standard Development Application -City of Clearwater 0 0 M. AFFIDAVIT TO AUTHORIZE AGENT: N/A (Names of all property owners) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2. That this property constitutes the property for which a request for a: (describe request) 3. That the undersigned (has/have) appointed and (does/do) appoint: as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 6. That (11we), the undersigned authority, hereby certify that the foregoing is true and correct. Owner Property Ownei STATE OF FLORIDA, COUNTY OF PINE-LAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of personally appeared who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. My Commission Expires: S:%Planning DepartmenMpplication Formsidevelopment reviewizvva rVrCmav1ex1Dre .Wdnudru vevelVF 111U11I -PP11{i 1-11 Page 6 of 6 -Flexible Standard Development Application -City of Clearwater 0 • oawj. td. CONSULTING ENGINEER CIVIL ENGINEERING • ENVIRONMENTAL • SITE DEVELOPMENT MUNICIPAL • SANITARY • HIGHWAYS • DRAINAGE • INSPECTION LAND SURVEYING ALEX J. PANIK, P.E. President December 4, 2003 REGISTERED: Florida New Jersey Pennsylvania Texas Mr. Patrick Fox Department of Public Works Job Number: 1143-02 Pinellas County 440 Court Street Clearwater, FL 33756 r Re: WEAVER BUSINESS CENTER 1490 North Belcher Road ' I JAN g 2004 f `_! Right-of-Way Utilization Permit Application ?a f+??,lilw-t: Dear Mr. Fox: Enclosed, herewith are the following documents for your use: 1. Four (4) copies of a Right-of-Way Utilization Permit application for two (2) new driveways along Range Road and a drainage connection at Belcher Road. 2. A check in the amount of $200. 3. Four (4) copies of the construction plans. Your expeditious review will be greatly appreciated. Thank you. inc Y. V r lex J. ik, P.E. Enclosures AJP/ cmp cc: J.C. Weaver A:\12-04-03 Ltr to P Fox-1143-02 39326 U.S. Highway 19 North • Tarpon Springs, Florida 34689 • (727) 934-5120 • Fax (727) 934-4179 RIGHT OF WAY Pinellas County Department of Public Works UTILIZATION PERMIT THE COUNTY OF PINELLAS, a political subdivision of the State of Florida, hereinafter called the permitter, hereby grants to I T I I t-1 { i J. C. Weaver of 2050. Weaver Park Drive Clearwater; FL 33765 (Name) (Street Address, City, State, Zip) hereinafter called the Permittee, a Permit to construct X( operate ?, maintain ?, renew ? and/or remove ? Two (2) driveways along Range Road and a drainage connection., on attached plan along, across, beneath, or over right of way and/or property of Permitter at the following location: County Road No. Name: Range Road Section 1-2* Township 29 South Range 15 East, situated at 1490 North Belcher Road Florida, subject to the following provisions and conditions: (Address or Street Intersection) 1. Construction, operation and maintenance of such utility shall not interfere with property and rights of prior occupant. 2. The construction, operation and maintenance of such utility shall not create obstruction or conditions which are or may become dangerous to the traveling public. 3. All work must be done in keeping with standards of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Florida Department of Transportation Standard Specifications for Road and Bridge Construction, AASHTO and by the County Director or his agent. 4. All materials and equipment shall be subject to inspection by an Engineer of the County or his agent. 5. The Permittee shall and does hereby agree to indemnify, pay the cost of defense, and save harmless the Permitter from and against payment of all claims, suits, actions, costs, attorneys' fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the permittee, his employees, agents or sub-contractors or in any way attributable to the performance, prosecution, construction, operation, or maintenance of work herein permitted by Permitter and resulting from negligent acts or omissions of said Permittee in connection with the work herein permitted. 6. The Permittee shall repair any damage or injury to the road or highway or other County property by reason of the exercise of any of the privileges granted in this Permit, and shall repair the same promptly, within seven (7) days of opening, restoring it to a condition at. least equal to that which existed immediately prior to the infliction of such damage or injury. (Note: All portions of the right of way other than paved areas disturbed by the construction of this utility will be compacted, grassed and mulched or sodded. as required.), . 7. All overhead installations shall conform to clearance standards of the State Utilities Accommodation Guide and all underground crossing installations shall be laid at a minimum depth of 36" below pavement, or at such greater depth as Permitter may require. 8. In the event of widening, repair or reconstruction of said road, the Permittee shall move or remove said utility installation at no cost to the Permitter. 9. This permit creates a permissive use only and the placing of facilities upon County property pursuant hereto shall not operate to create or to vest any property rights in said Permitee and is granted in perpetuity subject to termination by the Permitter upon the giving of 30-days notice in writing to the Permittee: 10. The Permittee shall furnish the Permitter with a survey showing the exact locations of all facilities to be installed pursuant to this permit, said survey to be sufficiently detailed to allow location of said installation by reference thereto.. The attached plan, covering details of this installation, shall be a part of this permit. Upon completion of installation, if field adjustments are made, an as-built drawing will have to be submitted. 11. Section comer monuments subject to displacement shall first be referenced and later reset by a Florida Registered Land Surveyor. 12. All activities in accordance with this permit will require conformance to the "Manual on Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations." (Chapter 316 Florida Statutes) 13. The Permittee's attention is directed to the provisions of the Trench Safety Act (Florida Statutes, Section 553.60 et. seq.) and the Occupational Safety and Health Administration Excavation Safety Standards (29 C.F.R. Section 1926.650,.Subpart P) which_shall apply to construction, operation, and maintenance pursuant to this permit. 14. Compaction within right of way to meet Pinellas County Minimum Standards. 15. Highway Department is to be notified a minimum of 48 hours prior to beginning work at 4648900, otherwise the Permit will be voided. 16. If this permit is for a monitor well, copies of all testing reports are to be forwarded to the Pinellas County Highway Deptartment. 17. The Permittee shall commence construction within 60 days from the date of this permit and it shall be completed within 90 days. Permittee or Agent: Phone: 727-442-0035 Date: 12/04/03 / y? .Rev 9/8/99 Weaver 0 NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER FLORRSA+ DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (RULE 62-621.300(4), F.A.C.) This Notice of Intent (NOI) form is to be completed and submitted to the Department before use of the Generic Permit for Stormwater Discharge From Large and Small Construction Activities provided in Rule 62-621.300(4), F.A.C. The type of project or activity that qualifies for use of the generic permit, the conditions of the permit, and additional requirements to request coverage are specified in the generic permit document [DEP Document 62-621.300(4)(a)]. The appropriate generic permit fee, as specified in Rule 624.050(4)(d), F.A.C., shall be submitted with this NOI in order to obtain permit coverage. Permit coverage will not be granted without submittal of the appropriate generic permit fee. You should familiarize yourself with the generic permit document and the attached instructions before completing this NOI form. Please print or type information in the appropriate areas below. I. IDENTIFICATION NUMBER: Project ID Il. APPLICANT INFORMATION: A. Operator Name: J ©5 e' R r7 6, W t5AAV99 f B. Address: 2 Q p 64 ve- j;?' /' Ad K RR / V5 C. City: CL.+r R r' D. State: & E. Zip Code: 3 3 7?o Ji' t t EO t G. G. Responsible Authority: ?4.' a us: pera oo q H. Phone No.: 72 7- 7;F, G -• / d 9 Q III. PROJECT/SITE LOCATION INFORMATION: A. Project Name: W 6-4 V 0 V-5 !A165;5 G j!! 1-W 4W B. Project Address/Location: 14 9tV ,r C. City: D. State:i E. Zip Code: F. County: G. Latitude: 2 705 17 '24. 2" Longitude: 82 A ' SO. t0 " H. Is the site located on Indian lands? ? Yes g No I. Water Management District: $wo W MD J. Project Contact: 4 4->i5-x J. P,# l;k TK. Phone No.: 727- 79 -'4's/Z Page 1 of 5 i DEP Form 62-621.300(4)(b)'J I JAN Z 92004; ; r '.. Effective May I, 2003 l PLAiiNING& D 'vEt_OPM,ntN-1.7 I CITY OF CI. EARA'Al ER i7 IV. PROJECT/SITE ACTIVITY INFORMATION: E A. Indicate whether Large or Small. Construction (check only one): El Large Construction (Project will disturb five or more acres of land.) mall Construction (Project will disturb one or more acres but less than five acres of land.) B. Approximate total area of land disturbance from commencement through completion of construction: 3. ?(p Acres C. SWPPP Location Address in Part II above ? Address in Part III above ? Other address (specify below) D. SWPPP Address: A• E. City: A- F. State: jd Iv I G. Zip Code: ?. H. Construction Period Start Date: L7&° . 2 O O.3 Completion Date: ,O ?Wj (., Z, po - V.- DISCHARGE INFORMATION A. MS4 Operator Name (if applicable): PEA G/c75 Z::?r/wry B. Receiving Water Name: fjl (.L i Gf? TOf CeEE4 VI. CERTIFICATION: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name and Official Title (Type or Prirlt): A10C W 7- T 60 J,Q 44--E --W65 17EiG ffAfAA1 - E4 l:6C 6-,- ANE4W. doW Signature: / 2 - - 4=3 Date Signed: JAIL 2.9 2004 I 1 Signatory requirements are contained in Rule 62-620.305, F.A.C. Ft.AiiitiI gg g 1) if QPM ._ --I ?...1 t I ,-,? c- TVQF-CI_EARWARI Ft Page 2 of 5 DEP Form 62-621.300(4)(b) Effective May 1, 2003 ••? ? • v? ?I_tRRWATER TITLE WEAVER BUSINESS CENTEF* LOCATION MAP : LEGAL DESCRIPTION: INDEX OF DRAWINGS : QN?NE 813 934 ???Qp l`ZIK P.? S% SHEET No. I COVER SHEET Mpg ? ' _ ..iY _ T1V fMf al011e MOlLNY MNIXaiIEMYINNMawaW¢?`6'6I atFEY3f ?Vawa®pB ?O .? -,'K ia(ffwffla N1A'6BYNRE NNIFHf v1a61O1¢mN?N Yn1l Vl?siAff.pfilN®,gA - .,_.. - Na1N?6ffilE MLNIDdff NHIKNfNIT.R0YI BBYSF%YIOI/LY a>1?MHIIAl1 C .:.?? rwn¢wrrvmneffsm?enwrsNUMNwt.HaaNna?wwvNnNneevralYrNUeff? SHEET No. 2 EXISTING Z :.,.: .,/ e+ncmaa«:aNUewn ?YN£fmANMLH0uAE 139?.iWffNN709 oroieor+aEiaene ss . ., ?LaYM?®l191E4Vi[NW t?iea?rioa'?iL am ?E xowrrffrmn ?L? arc NIiE oe on?LQ mox cornea ca CONDITIONS PLAN as.?m.?at?x?ma?mAiwLnaancwx?rawanelawum nec W :, ..' ..I._L..-^ xaurs anxwrffwaNra•:rmnNNruwane rarNwffwamainanea.N NOne1w Sp OY man£f rv nwxf uwa trewni.ni a wi d aweN:u:w cif elsTii i.ii7 Y-".yw. CO .,......>..,..............?.,... .... HEFT No. 9 SITE PLAN ? Qi' y o $ al_Le ANN. S V _ M J - SHEET No. 4 GRADING AND C y DRAINAGE PLAN A N O SHEET No. 6 MISC. DETAIL y SHEET (,,y G rF a ?9r -41 SHEET No. S LANDSCAPE PLAN yi' `Gv _ e ,,:. do G li SQQ` ?9 N, TARPON SECTION.I2,TOWNSHIP 29, SOUTH RANGE 15 EAST. PINELLAS COUNTY FLORIDA • 'mil, Uf SECTION 12, TWP. 29 S., RNC. 15 E., PINELLAS COUNTY, FLORIDA N W E 3 I 0 LCD d U ?O W U IW m WFArEER : WSINOS::CENT..ER' raarm.a LEGEND iFl. N2 - OGS wHw D4 - YAK VILV! fTWG COND!TIONS PLAN 01 za•. rna.oa a wr vuo wn oa.vermm 42, ? ,- ?? u2 ? ell N n LOT is a amm r ? ? a ? ? _ a> Frt Raat a g oa1FN FL00R .. FN FLOOR ',.Fl FLooR EL _ 5$.00 ° qq. R v rc a' Rcr..T on . meoE 'w [L - 5k.00?j EL - 5500 EL: •. 55.00 - aa4 1. w?.- FIN FL L , ? -I`p?,E.m>m°. .+r ar oan li , c r PRpP LOT OSQ OFFICE/ WARE` USE p % 3 1000 S.F PARI(M REUMED ((,® / • e , t CE 1 3 / POO SF, 1 ??45 SPACES A.I A U' LJT _ 3?' W USE 1 ,s / Innn i - tiT .wnr•c5 H'T'.T ToT -AM 40: W APKNG 1'PACES vx $ T - sF Yi x wa 9? ° a? 1 ...:....... .:....:,.. .......::.:'.-.... - -owe Rrc -- p e.o:--=- 1 1.- 14 --------- ----- _- - -- B - •9 1 n 2 mt/ jrTl -71 w E - as v...:.: • ...,...:. - 9 - ?-'- ^ P " == a a? _ WM>E ROAD (CR.284) Y \ -_-:sue . -----? -_'-'9'- 5' - ----- - --?- ?)--- ?-- ??-?.- - LEGEND: N = NORTH - FM = FOUND S = SOUTH SR = SET RON ROD W - WEST FCM = FND CONCRETE MOMA.o4T E = EAST FP = FPD. RON PIPE per- POWER POLE (D) = DEED GUYW'RE (M) = MEASURED L .yP= EXSTNG GRADE = LANDSC DSCN _ y APING 1250 =PROPOSED GRADE - = DRECTON OF FLOW n n = SLLTT SCR E PER FD.O.T. EE? MAPfFENANrE OF TRAFFIC TO ., BE PER FD.O.T.' PDE( N,600 AID 623. 098 EOnMi - N SIDEWALK 'TO BE CLOSED FOR S"T Dl-RATOR 1.3 DAYS -1 a m? a awc rwE r-a WIEM ONE i_ 1:1 Ec Ox TRF r?i nEput EC OBEPC PGL MNw Bq Pr tam, co- aal OaEMaptiM1PPENmPOMUNTa6wwEC1TO FELPemtVEV Nm FPUL<M191PUCllOry. e Twan'rROw cWnrv •TtesnEETa'.aawaa' PlAN9. 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OF gE?IBVAtFR SrECiFIGTroN9. to wicgl6IRIR.nOx TOBEWIGEORmNCE WrtR ixE OTYOFCLEMVeIEP:¢alUTlex9. o?wiR w,mi% w B.(EB oP aauPaw uREEw9 oua,wc coRBTPwnow ro"cowTaa< ,a TMFCOxiPNeegeSW11CVNTWi TREOFREEOFTI2 FNOV,EFae rOPedn61POCTpwceiwLa xor ewOwP. e?Learsae¢aaeaere: . m.mBma ,r. aa,9x, rnnl .. ... . ... aeem.m aoeWeer. comer e.r.. rEPRwus ,a.,v.uar. aB.ax, x P = o.ar ,a emcemneanaE¢' -Ea.EA, moan wev,wm:SVaoaa rER, a..b.:,. a(wese RLwmBRUes e..:w„u>.,roae Pc9a a Mdwm.w>n«.w.e ww? a Ana„mB,??w- .,ER.w,B:>,.,.TEP..eaPEm,ewEwe.?mE9EaP?a°??w;, cea?. ,?e ITO aPa:PaawFaP EwRwo,m,omm nE""wsm aeo"i'am rnEU,w cou nr.noRro? meeaPla?YPd4IEEl: Wxsm ?mpO?G?B¢.F. (v?wv}.O+.?l. •' .???im. WeFI, ? pr.aWm . m rt¢ P¢a eemminealT?•• ? uma u>?eamma wE?.V:mes Ws PEewx wrncr TNROwa,rovr WORcF1FM FMU61D wAMBeEaE9 vu REghT :x TpwrMG, wAY EClu?gf.lgwaNVOaP area-mar. nax or`G? ... - em.m ar. .o,cm:n:w:mP.?.b.nw .-?rl1 II 11 - Lr-- 9 mr eo E ieiai oa.. WEAVER CFFILE / WPAf}pUg ,y?,Qp.S11IC P,t1 A LEGEND rag f°?T U c .tt7a MWA ?EPM DG-Wlal VlLIE _ _ asaEW us M. µl-M a0} (2!D7) * ua, - E¢Rb WBE ?^--asiwaFla (`? .MIL f Lf11Y a `,O/ la T>,B yN? q91 0 ..vTv?'1 Wo ® i Ih a 9 a Of mno "U:M. sm , ??.p ?^srl5w lswiQV e ? ?iil? 3 W wm J w "? tr o ?mn¢ s° - Qom. d° a ` `\ 1 1 •RIR \ 9 9 vm , wB. , - ? 1 FN hoOR Flv RooR HZn : A ?-FIV FLOOR EL -5.00 A R s ao. Ar on W w¢ .?? - 55.00g? EL. - 55.00 EL` c 55.00 I FN FLOOR `y?R?*"K. or LOT B TTM.R. tL ?rtg a a. - 55.P0 PROP05?b OMIC WARS USE ?n p * I e 11 37.)000 S.F. _ , *00 SF .1 45 SPACES M0. R' ?MAC. HT. - '35• 'NARpUSE 11.5 / 1000 1 - 33` PS ACES TOTAL - ]A f l l;:h AR IMS OFFICE - 6.000 SF. I " I P RROVDED 83 SPACES 'AREtroUSE - 22000 U. / 1 ,1Of„I ?? TOTAL - 37.000 S.F. iw. ?T ` .? " ?"'? I ? w -- s s II N OMCAAF r.II • FTP - 25 ((f??, 12 BLUE 'WHITE SpIL?W 9 ?16v'?f? BACKGROUND BORDER A 115] fl[ 1' SERIES PARKING BY LETTERS mMr^+ WHITE DISABLED RACKGROUND BLAII PERMIT BORDER 6 ONLY LETTERS ? ..,...?... . ? . ° WHITE BACKGROUND yyyy BLACK' - S, 2SS FlNE .1:3ERIEg 'C' 89 ... ._._._-__. 6I- LETTERS 1Wt a iBl B 3 S WC WC- -- _ > ? b - X11 I v > C I ? ` ? ` Y f ` l ?? H/C SIGN--\ .m,Om 9 m 5 _ m.r9Wr•1rc n 2 I Tj / I;m S,W ? ma -- a"- _ ----- - - ??r_ T -? -- _ - 'RANEE ROAD (OR ?/ VAI@ 12- WN. _S O'WATFRLIfErKM CF _-_'? / _ 1 HANDICAP PARKING STALL STANDARD LEGEND: • / ..._.. ? g? N = NORTH FN) = FOLTD PAt S = SOUTH SR = SET RON ROD ?OµE IeISI I I W = WEST FCM = RD CONCRETE MONLA£NT WEAVER WU WN EIVJSE ^T °M1 1tY4Q fl1K a' o E = EAST FP a FN). RON PPE OOAft.p( .um , p '"I ?. 'v pg POWER ?OlE (D) =DEED N N . Ba .N ? (M) = MEASURED LEGEND '?W"M •-wlFA ftlE lygy. _ ___=OONTOU CONTOUR LINE IVA" ? G = ° EMSTNC PROPOSED GRADE GRADE Da _ un? >f/M if?p RlOR?75 O C) NTERIOR .r .. .M tLANDSCAPING ?/ *? - DR 0 Wff = DIRECTION OF FLOW ®- ImommmwF s 4 - SLT,SCREEN _PER. F.D.O.T. -p81WffA0I (;RAfllt,I(- PI AN FILTER MATERIAL SPECIFICATIONS OMROPEAT FILTER GRAD I ON CHART Plxls V.S. STANDARD SIEVE 312E %FINE R W GHT /-8_ J ^ _ PAVEMExT. ?. ON I'D 3/B" 60 100 f . MO.? - y • - WfgRIxO SONFgCE BASE ; I NO ?0 Z6 ST . - „00, o 9 N 4 SUB BA f, '; BASf ?T• /1-?? ' '`PITCH-OUT CURB DETAIL STRAIGHT CURB. DETAIL FLUSH CONC. CURB- NO E: AEABIL MATELT THE OZO SIZE OE TES 0 ON. TZ MN AND THE VERTICAL ICAL EPNEABILItt I'D R Ib EET. PER. - - PADANM CHARi I FS ST M T . 1QQER4710N AMD MAINTENANCE INSTRUCTIONS -E.- - EO. -LL 'W RLtfR=EWd.ONE - ., . L UT MASS K- -NENQt ELIPPIND AND BERN., 2. 1NOEROIWN TO DE MUSHED. WITH•W'ATER ANNUALLT' VIA THE CIEANOOT 1 IF WATER KNAINS IN POND 36 HOURS AFTER A STORY EVENT, FLUSH - ^ A I !f0'R ;• WE NWO 9UNA[E IU MRORAIN.R Sf4YENT TO FLUSHING AND. WAT R DOES NOT ORAWOOWN, DROP AT ALL UNONTANE ARS AND REPLACE UNO -N AN FlIE 9AHD, IF ~-- - -I DRIVES - .-SA., rJ V© e. VISUALLT INSPECT CONTROL STPUCTUNE SUBSEDUENT TO STORY A EVENT. - - IL --- 12.00' ,I TOP OF BAN% `FI •, ,.4 STABILIZED 9 ..AIDS LEV•03.00 JL 20=d PGRNIN4 ' 1 9 OPE A A-A .,V. l uz"I . SO.m SODDED 5DE L TYPICAL DRIVE-OVER CURB VALLEY GUTTER CURB DETAIL MOTES:( THERE SNALL BE A I/2" DEAL JOINT BETWEEN Li s? aN BLANPEr DETAIL BAC%cF CURE AND DRIVEWAY. WHEEL STOP 'ILnPE PC Ml SPH.LLTIG COXO M SE01L 220 DYS BASE y W0 CE BV. Ta PSI P -_ ' PER. L .F. ® COx<PETE IN CURB9 9HALL 6E 3,000 R3.1. 18 R F P R L.f +--- BOTTOM . B.3'.6F l0 .IL . A';.'.,,_.;.. '•':..?j ""Z;•,?ZJ' • IMPERVIOUS FMBPANE _ 6• SHELL OR LUUD-NBADE OTMPACTfO TO C ISIL OF BB} OF MA%. DENSITY. FLT ?.'.' INV. .N o IUM': '• rYD. EAST UPON FnnAIE 'ux'OPVC PERIORATED - - IIf(( 0-11 PIPE WITI?" IeCPP1HOx WT. 330 LAI a0 ,A X10.8 a' AF _ & <T _ TYPICAL PAVEMENT AND PARKING SECTION I-a SANOpRD EMAY WRY WITH $LPMRZ DATA I NOTES: W4 CVRB 0 QTTfA BV.L. PPE SHALL CMOgN TO EITHER ASTM FTSB SCALE • e ----r------ ri6• J :ARIN! PILL I. E 4 NI? .1e _. 3.az' OB.OO DRY 51.62 Loo' 'a0)'S. ALTERNATE INSTALLATION i ! SPOT MFID TT'I A.BAND , DETAIL OF LADDER BARS ?p ISOMETRIC VIEW NIC.= NOT IN RPBRNBE? TT IdF PE Oq ATIONS B S S<L °OU°NFOBN TO THE L IEEE. 2.dWREDATE RteLL BE AS SPEOFIE DIN TIE FBOL STANDARD -BICATIONS EECIA1901, A SHALL BE SIZE SE DIAAN:TfA OF PENFORAIONS -ALL RE BlH, 3/B NcHFS. ` - E -11? AL. D 5Ao FEn e"MTNT S vWE SFlmRdn ONN Z SIEVE°M ZE WE T 1 -L, 00 n I1GRry EEx Bfx03 i v2 NCN 1?` _ ?? \ r Rro°D v4,"rs P R . Ho.9 20-55 • [e '__Bf-•-'_ -L 0, vEPl 4 ORATX)NS IODATED AS sHOWN E-- 3w It'-I INCxES I - N . SECTION F-F ENFTHDO Wx WAE I LOCATED ND LAID gD AD 3xOWN I 1 DEPTH Ir=a THAN N Na 50 .0-5 11 9O• 0 TI mODIDPECIFIC E511 XYD ST WM NM-NIX TPE LIO.IgPPRp%. PIT. . DID LBSJ D D 10 DETAILS AVM UNDERDRAIN DETAIL L,.J GNATfi ELEV. •"E^--?..._ J I O ? O ? D D - SO B BSF AL -.. .1 xON PS ' { n SOLID INVERTED COVER •? •D STANDARD CAST IRON FRAME & COVER AL lxt-a BID _-SKIMMER DETAIL N RACT i SECTION A-A GUTTER INLET TYPE ILVR" DWTE egNa I' i+e-rxzrulE BNU I're:? .:.BEARw4 BAgS 3°.I%. L5.3.E B -. D S PLAN BUJ- GOLD - RIVET F °- IEAMMG SECTION C-C y. INTERNEaATe SEAPIXO eAR aETICULWE BAN rl 1-41-1 SECTION B-B •'r>w m. a..E.xA..DD V%wADN Ielalpa?aF. WEAV ER;BUSINE3S'G•CENTER?':' Arc WEAV6m P qq-SMgyN M. RYDER j N ATIDW p O C EAR E ON FLMIDA I DA >J'Ta ' I-24-02 1'143-?pg PAVING E DRAINAGE DETAILS ?'••„PIPI•:, xP..P LY..o. xQA $S,d O ND TAET°W ---- SECTION A-A OUTFALL' CONTROL STRUCTURE DETAIL d ? pQ , g a.T.. nin? I( I _ 8 H. LwN9 ? a a-51.00 2Jn a-'nwl ¢:ar.w • ' E 8 ,zt .0.54 WM REFKKI40L)SI tv•.IYB S . A s X ./p - r r tit Q'+sr 48un',o rGSx r ,. 00 n , 0 a a0 ? a a a a - , -.awa° f?s rs C3 ? CC;3 C3 l 9 ,n 4 R i0 RMRE1l OAE TOM 5' a D' r CON1. 6 -Ol RPrESS NAa s slxxr EMTH sAUml cart. FOWP D BALL 6 GOIJTANT plpM ? W/ VFAT.S AEAATFD E)?1NG i DETA Sl" F1_ANi14G DETAL FN FLOOR 8 "• g ,y o9 TL FLOOR ,. Fi! FLOOR Fry FLOOR T' . - 55.00 A . - Ss.00?a1?0Q e 55.00 EL-55.00 Ss.00 EL. 5500 e ' PROPOSED OFFICE/ WAREfiOUSE r(8 37.000 S.F. PARNNO REOLRED I " OFH4 (3 /1000 n j, - 45 SPACES iviHn. HT. - 35 TOl - 78 SPACES F. o,,p??? I SVIM Px i JG FRONDED- 83 SPACE x A ROAD Q 284) -4 i? TREE LEGETD AFm1. x LOGIDV? 4ABA1 PAUI l 4ABBL IAIAETTO I I tt TIEE41 B' WaiFA uE OAN 1 agrC1A M1.I 1 I n mmF ) O QIEPE NYRTLE I U(tA4TRODM NqC 11 ]3 TREE41 N9R WRWL WLff rbTN1ID Q191FNANNY1FWt NII gNIIrp AF/, #O SLA9I PSEIRHA ElLDillll>iAEk31 -ILGOM 9IBIAM FAST RIHAR RE yS?? HDGE LECEM O PlN) CTRE44 1 TAEOOLAI TO A563EE10 1 I SO TIY£41 YjW O ttAMS Mx S OAL x! wIJEX#rr GSM fD11d l ksbiRN 1 11 394 iLOM01 ?? O PODOCANL9 (PCDOCAPPALEAE NA6I6HYLLIA 1121 TAEEO 1 ®O RAMS AIa 3 OAL 2! N HJ6R SV a! LTBRER O SAVAHIR}l MSa.Y 11 LIX 6ACA 11 9 iIEFS 1 [%)? lRaWD COVER MD 311-C1.L AT PWRNO NYN HAYDBYII DYNE 1 1 iiEE4 M A Afl D NK]61i L?i'1lin NO L?i'1!!d Rurtf HL 3 9.i 21' x HAR SD- On 6H1q TOTAL i S PLANILD (lnel O n6 Mt OM. xl N SV OH 4MRt Torsi TREES TO eE I?.nvm - z O A34G 1 wnooB6rnal xJ P1 vLArrrs HL S aAl x! N IExrrt a? aI cETlru R TREE N w - +K S a ro?. anY YzH r-a I I NfNlNO SOL N1Y SOL 9RaRNi ON 91E 9NLL BE M1lgM. FEAIIE FRNHE 501 AID fiEE 6 ANY OB.ERIOIwRtE UAiF]LL+L 31 RMfT 11A1DUl: A11 PLNlt NATDYLL SH 41 BE R.6DA W OR BET1kR AT ESTAaHEn BY GPIDES ' ; ERY AN) STNOAID$ iOR f1n FLAN14 6 W.4IER 11E STATE 6 0.0RDA CEPAn11O1r 6 aOaLRI£ A1L PlN11NG @DS AIO BASNS F6 TREES SN4L TE6TE Y A1fA4 atADE CYPRE99 NAIX ALL SOODE9 AREA4 TO BE MCl1lr1E BPFw D1Lx I . A Y RDyLn Wfll ROOTED ND FPfE 6 WEED. WL APFYS a40.L AECENE fl.NJT MATEIWL OR SOD L ] I SIASrIR11AN SLA911MKW 6 AMY PLNR N1TEH4L 9wLL FRSf BE AWRObtD BT MORECT A!O QM AS TO TYPE PE ' ?? r S awmRr NO IM OW r. Ynnn ! 1 PPD1EC1gN 6 NOOK TO TIE NMSAMIIXI 6 PlM1ING yE TIE LV(fPAROR A4LL1 A9CEATAN e ` ? k1fQR4 iic u11F' 'iES w n?ER o aF cp+r R IxARa TO aNM11E4 FOR INDSGPE NAIFk4 AE wT 90001 ai LwiEibY 4CIEDI.LE r o CIXAB R A 51001 BE R3I'tldB1.E o MA 1 Aro 0.ANF WSANS AS SNTMN }g?c ON TH: CRAYtU4 2.'..L4 ilw? TTEE£ 910 8 ? . 5 IFD GPDIFD CO ] 9001 BE 611E 9g3 a4 UlLm Fal >ew - N TIE INDSCAPE LKTE]W VA i LEwI1TY N CN1ID Fat SWll. RE PFBIO'rID FRW iHF 41AIAT 9AHI.E3 AID/gl flOTDa4WA .n.-e?M 6 NNrt IMTFAwL4 ER. Fat MEW 1 41 NSPECIRNI B MAIFANL 9w11 BE SIM.ER TO N9ECION PWIX TO t6rAllA}YWI ANl PFiFR ? I _ \ I Y MbfIER a 1 „m uD oWEx .Mr Ra1EwAL FOUD wr To LEEr TIE srarE IEwEH++rs PFRAI£D wIM 110£ N6IFRCLS TN i E T 0.NOYID I ? P ?? \ 1 L L TE ?ECflCAlp16 SET BYBY PE D00. EN 't6 1 O i ? V ?,?[ _ I 61 OJARNTEE ALL PLgM4 a4Y1 DE 0.NAANIFID FOR A PpYA 6 HETY 801 PAYS FRW 041E 6 FNLL ?'?•? NBPECRW 6 LNTDYLLS Ai TIE FM 611E rANRN1SEE PEHOD. MI tAPEC1R1 9MLL I .rw Y ?? BE MADE 0Y TH: MORE R 140 OMDt >) aFA41P: ANt6ism c?TA?uxT0.mA?ar1RL]IRY NPob TE fAIASE 6 TI£ PRO.ECr. Wlli ' 4 ? U I I _. ? J B I NOOaTDN i F£t - ? ?? -' I O I TIE NIEM 6 TIE arr 6 QEAM1WATDI lA1D D VELOPLOrt moE N sECrlal Ji2oz a cvoE TIE FRDATSaI m1E11 NbT L¢r rH: FOLLDNNO RE91ADplr4: I!p x oo.EMCE ' I a6 >;?' ? jrA { 6?PoYSAnaW1£1WLASiE?TIE ow°i?unul'?arm?iT Fa?mi vs wT ? aNEClmsro ? I ?? ? I ? a ?u wAim sang . Ixis R cAN eE m1Blo Mi® TPAr m-sE sout64 ME Ho> _ i 2 FRGAWSi URf? LOW Y0.UE a>31 AJUI AS LOW TM.ECroRY NlD4 qt 40AIQA 1044 ER APPLICallrll A1D LOW EVIPaw13Y1 4Y41Dd T)wT OVEpSPMT APFA9 260 ?? -: Ira ,uy-aure a YFFI'AAE Hal IWDATI[N ftFp I BP' 1 Hal YATEA ODAMO WDSCJNE ARCS 91610.4 1116 MAT BE SERVED BY A SFPMATE RY iqN ua ZOrE THW LOw wA1FA N2D NEA4 9AI A4 FIRMER BEDS W NAaED Y i1H ?? r-? A Y 11EES N EO Ca4E SH41 AM PJMFD VEGTADSN AIE.L BeMIME 1MAV Sa EROM A WA1EA aWLT. ? I i ; I ? °Yy?y' .. AV10W110 fS0041pN miElA MAT BE aEMTEp 9Y AN P1xaA110H CaOgrLLF11 CMABIE 6 OFFEIQRwiNG BETW411 TIE SOEDLLES 6 H61 AN LOY NATEA [EIIMD APEAS Cartxalms NAT ?? ?? HAYE NLTRE ROF STMT CMA01Y 0. A!D A E](BIE CALDDER PROGTAY ABLE TO BE 2T TO CON'LV WIM LOCIL 6 WATFA WVNG?EIIT DSIPoOT !.POSED RETPIC'DaA. S ANOIwR FNWiON mTDA NAT BE EW.YPFD'MM P.HI SEHAR OE1'I!£ OP SMT61 M1 W l RL a.EWDE l1E BpL' 1pH CY9E 611E SPIIIEA m1E?I WfH ALEa1Ai! RAI£NL WS aY1fQ£Il )' ` D I ImtE YATpELL; A11 HM£ IIalEldAl LLAi B: IIrWITMm A9 A HMW 10 i00T IDaf1 6 AL A IDaR To mIVE 11E NrFHr ; R II xwrRn ? 6 TlE 6n 6 aEwYATFA LwD oEYFlaNEerr ? M1x";r? I \\ • '• v ea r 1 1{E E%0110 4PElFS. IE BP.rLwN IFFIER LOGTED al SRE NAT ff PEIIDYFD AS A CaClIEN ' ? ? ? 691E DEVr10PNFNT. M ? \ Q) IPAOI TO BE USED N 0.ANIFA Aff 4 __ 'ww D I ? A 0. p ? AD F W VA N I o.1....... . ?. W DI PEaORp4 T P DTUE A SEA W.1[N 4A 1E ff 1L WEAVER WU / WARSA 6E M o LEGEND 2109 •-roER mE wmonr N-'u191 ¢E+E 2050 L4R Mw am DAME'D NET aIMAM R 18'15 a NI-Los `•+-.. -Earth Dote ® -BU®aa -Ra PDSCAPE PLAN V49NE ISIS wnmY '4ptJix P.?'' o A? i = ld MRYD?i ?, a Q?? 03 143 ' D3 D lm rWnw.n ?.w4nm x ? ??p? I9 SP` TMP011 PALM N.ANTNG DETAL WEAti`-R OFFICE/WAREHOUSE COvIPLEX Drainage Analysis Job Number: 1143-02 12/01/03 Drainage Area 137,584.10 S.F. (3.1585 Acres) TOTAL OWNERSHIP: _ Existing Conditions - (Vacant) TOTAL: _ Weighted "C" (Pre-Construction) = 0.20 Time of Concentration (Historic) Slope Elevation = T.O.C. _ I - Post Developed Discharge Building = Paving & Sidewalks = Detention Pond = Pervious (Green) _ 137,584.10 S.F. (3.1585 137,584.10 S.F. (100.00%) 57.98 - 48.60 x 100 = 1.64% Velocity = 34 FPM 572 S = 16.82 minutes (25-Year Storm Event) Zone VI 34 6.1 inches/hour 37,000.00 S.F. (0.8494 Acre) 26.89% 58,430.67 S.F. (1.3414 Acres) 42.47% 10,680.00 S.F. (0.2452 Acre) 7.76% 31,473.43 S.F. (0.7225 Acre) 22.88% TOTAL AREA: 7.76% of 1.00 (Pond) 69.36% of 0.90 (Impervious) 22.88% of 0.20 (Pervious) 137,584.10 S.F. (3.1585 Acres) 0.0776 = 0.6242 0.0458 0.7476; use DER Requirement ('/2" Storage) 3.1585 Acres or 137,584.10 S.F./24 = 5,732.67 C.F. Detention Pond Data Bottom of Pond Elevation = Top of Bank elevation = Design High Water Elevation = Slot Elevation (Water Quality) 100.00% 50.00 Feet, NGVD SHW Elevation = 48.00 Feet 53.00 Feet, NGVD 51.62 Feet, NGVD 50.75 Feet, NGVD ?NIK Slot Width = 1.00 Feet Historic Discharge'' QH = (0.20) (3.1585 Acres) 6.1 inches/hour) = 3.85 C.F.S. ?9. j a??' „?• ty Post Development Discharge Q = (3.13) (1.00') (0.87') = 2.54 CFS I '`f sae City of Clearwater Volume Requirement 'P8'01l Delta "C" x 3.6 inches/hour x 3.1585 acres x 3,600 seconds or (0.55) x (3.6 inches/pouf) T(3.1585 acres) x (3,600 seconds) = 22,513.72 CC F Required versus 26.738.40 C.F. provided. Volume of 22,513.79 cubic feet is at elevation 52.59 feet. A\GENERAL NOTES DISK\12-01-03 Drainage Analysis- 1143-02 DEC Q 2003 ? F?fUvI?,IY?(?'i. ? 1?'E 0, e'"Wj. CONSULTING ENGINEER CIVIL ENGINEERING • ENVIRONMENTAL • SITE DEVELOPMENT MUNICIPAL • SANITARY • HIGHWAYS • DRAINAGE • INSPECTION LAND SURVEYING ALEX J. PANIK, P.E. President December 4, 2003 Mr. Patrick Fox Department of Public Works Pinellas County 440 Court Street Clearwater, FL 33756 Re: WEAVER BUSINESS CENTER 1490 North Belcher Road Right-of-Way Utilization Permit Application Dear Mr. Fox: Enclosed, herewith are the following documents for your use: REGISTERED: Florida New Jersey Pennsylvania Texas Job Number: 1143-02 Lr , i T [E- DEC 0 4 2003 PtAty IY OF CLEARWAP R ? C5 1. Four (4) copies of a Right-of-Way Utilization Permit application for two (2) new driveways along Range Road and a drainage connection at Belcher Road. 2. A check in the amount of $200. 3. Four (4) copies of the construction plans. Your expeditious review will be greatly appreciated. Thank you. AJP/ cmp cc: J.C. Weaver AA 12-04-03 Or to P Fox- 1143-02 39326 U.S. Highway 19 North • Tarpon Springs, Florida 34689 • (727) 934-5120 • Fax (727) 934-4179 Enclosures • • NOTICE OF INTENT TO USE ' GENERIC PERMIT FOR STORMWATER FLORIt Z . DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES (RULE 62-621.300(4), F.A.C.) This Notice of Intent (NOI) form is to be completed and submitted to the Department before use of the Generic Permit for Stormwater Discharge From Large and Small Construction Activities provided in Rule 62-621.300(4), F.A.C. The type of project or activity that qualifies for use of the generic permit, the conditions of the permit, and additional requirements to request coverage are specified in the generic permit document [DEP Document 62-621.300(4)(a)]. The appropriate generic permit fee, as specified in Rule 624.050(4)(d), F.A.C., shall be submitted with this NOI in order to obtain permit coverage. Permit coverage will not be granted without submittal of the appropriate generic permit fee. You should familiarize yourself with the generic permit document and the attached instructions before completing this NOI form. Please print or type information in the appropriate areas below. I. IDENTIFICATION NUMBER: Project ID II. APPLICANT INFORMATION: A. Operator Name: J,051#0 e, W 6AVE,f B. Address: 2 p o 6,4V,5- /PA•,Q K ?iPl ?E C. City: eLe h-r D. State: / E. Zip Code: 3 3 7a0 F t O St t G. Responsible Authority: hpe . pera or a us: P q H. Phone No.: 72 7.. 73 '' / d F0 III. PROJECT/SITE LOCATION INFORMATION: A. Project Name: W C-p, VE jOV-5 1A165 ?E/1?rEj? / B. Project Address/Location: 14767 OK /1! ??G? /POf} (? C. City: e1-6=AQw-*/e D. State: E. Zip Code: J ?G F. County: G. Latitude: 2 ' 24.?-" Longitude: 82 ° 4 '-'5-0. 10 „ H. Is the site located on Indian lands? ? Yes ?Z No I. Water Management District: -5'W10:'G(f M D J. Project Contact: .T (,ar-K J. PfN /k ja. E K. Phone No.:72 7 93 -6'1 DEP Form 62-621.300(4)(b) Effectivc May I, 2003 Page 1 of 5 L 1: 1. -1 14"x- DEC 0 J 2003 11 VUb v IV. PROJECT/SITE ACTIVITY INFORMATION: A. Indicate whether Large or Small Construction (check only one): Large Construction (Project will disturb five or more acres of land.) Small Construction (Project will disturb one or more acres but less than five acres of land.) B. Approximate total area of land disturbance from commencement through completion of construction: Acres C. SWPPP Location Address in Part II above ? Address in Part III above ? Other address (specify below) D. SWPPP Address: A. E. City: F. State: %4 G. Zip Code: ?. H. Construction Period Start Date: 176C, . 2 O 0,3 Completion Date: V.- DISCHARGE INFORMATION A. MS4 Operator Name (if applicable): G ??d 5 ?v B. Receiving Water Name: LL i GA 7-,0 VI. CERTIFICATION: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Name and Official Title (Type or Print): T ,?QA-6Q .Ae lliGE -•fleL?5 17E%G? Ahl - P?} ICES G?NeQ,oc. Cs0744 -- 144V"A 4) -, le, Signature: ' Signatory requirements are contained in Rule 62-620.305, F.A.C. DEP Form 62-621.300(4)(b) Effective May 1, 2003 Page 2 of 5 /2 Date Signed: S?pt01 12/10/2003 l ,J , P 8:33:12AM _ Receipt #: 1200300000000012837 gyp` Date: 12/10/2003 Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2003-12060 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 Payments: Method Payer Bank No Account No Confirm No How Received Amount Paid 40 Check WEAVER ENTERPRISES INC. slw 2255 In Person 475.00 Payment Total: $475.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page 1 of 1 • • FLS2003-12060 1490 N BELCHER RD Date Received: 12/10/2003 WEAVER BUSINESS CENTER ZONING DISTRICT: IRT LAND USE: IL ATLAS PAGE: 271B PLANNER OF RECORD: WW CLW CoverSheet • r FLS2003-12060 1490 N BELCHER RD Date Received: 12/10/2003 WEAVER BUSINESS CENTER ZONING DISTRICT: IRT LAND USE: IL ATLAS PAGE: 271B CLWCoverSheet i 0 CITY OF C LEARWAT E R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW March 15, 2005 Ms. Patti Stough Patti the Architect, Inc. 1634 San Roy Drive Dunedin, FL 34698 Re: FLS2003-12060 - 1490 North Belcher Road/2160 Range Road Dear Ms. Stough: On April 20, 2004, a Development Order was issued approving the above referenced Flexible Standard Development application with five conditions. Condition #3 stated "That any office uses proposed on this parcel be related to the uses permitted in the district, which shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices (provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district);" You have indicated that "office" occupancies (specifically a travel agent) and an "educational facility" are desired at the Weaver Business Center at the above address. Regarding offices, the above condition restricts the types of offices that may locate at this center and is consistent with flexibility • criteria for offices as a Flexible Standard Development (FLS) or a Flexible Development (FLD) use in the Industrial, Research and Technology (IRT) District. An "educational facility" is not a use permitted in the IRT District. To pursue general offices, including a travel agency (i.e. unrestricted offices - see above condition), or an educational facility, an application must be filed to request these uses as a Comprehensive Infill Redevelopment Project in the IRT District as a Level Two application (which requires Community Development Board approval). The provision of required parking may be an issue for this property. The appropriateness of either use will be determined after a review of a complete and sufficient application providing information regarding the use of the property with the addition of these uses (inability to locate within zoning districts that permit such use, provision of required parking, contextual relationship to other uses on the property, etc.). BRIAN J. AUNGST, MAYO R-CON'IMISS10NER HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BILI. JONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" • March 15, 2005 Stough - Page 2 • Should you have any questions, feel free to contact Wayne M. Wells, AICP, Planner III, at (727) 562-4504 or at wayne.wells@myclearwater.com. Sincerely, rLC. Cynthia H. Tarapani, AICP Planning Director S: IPlanning DepartmentlC D BIFlex Standard (FLS)IInactive or Finished CasesIBelcher N 1490 Weaver Business Center (IRT) - ApprovedUtter to Patti Stough re office & educational facilities 3.15.05.doc FROM : PATTI THE ARCHITECT 0 March 12, 2005 Wayne Wells Clearwater Planning 100 S. Myrtle Clearwater, Fl RE: FLS2003-12060 1490 North Belcher Rd. Dear Wayne, FAX NO. : 7277333769 . Mar. 12 2005 03:28PM P1 Patti TO gabitect> Inc. NE (sGG'" t' - MAR 142005 I: ho P %E --- AI?WAUKES . On behalf of the Owner Mr. JC Weaver, we respectfully request the consideration of staff to determine the appropriateness of Office occupancies within the above referenced building. Currently, Mr Weaver has an opportunity to lease approx 5500 SF to a travel agent. It is our understanding that you may be able to have this request reviewed at your Tuesday Staff Meeting, which will allow us a prompt response to our potential client. The subject property is zoned IRT. Standard Development allows for offices, however the Level Two permitted uses does not include offices. We pursued the level 2 as part of an annexation and flexibility to allow parking within the setback. Wayne, We greatly appreciate any information you can provide, as a lease agreement depends on the city's determination- Also is there anyway an Educational facility would be allowed in the IRT zone classification? If you need further information do not hesitate to call, S' . , A the Ar itect, Inc. Patricia M. Stough, AIA AROO 10684. CC: JC Weaver 1634 SAN ROY DRIVE • DUN501N, FL 34698 * 727-733-3769 • AA 0002103 • 0 CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, C.LEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW April 20, 2004 Mr. J. C. Weaver Mr. Steve Toutante 2050 Weaver Park Drive Clearwater, FL 33765-2175 RE: Development Order regarding case FLS2003-12060 at 1490 North Belcher Road Dear Misters Weaver and Toutante: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 29, 2004, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for wholesale/ distribution/warehouse, office and manufacturing uses in the IRT District with a reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) setback from 20 feet to 15 feet (to pavement), under the provisions of Sections 2-1303.C, D and T. The proposal includes a 37,000 square-foot, industrial-type building for wholesale/distribution/ warehouse, office and manufacturing uses. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria for wholesale/distribution/warehouse, office and manufacturing uses), under the provisions of Sections 2-1303.C, D and T. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That all activities associated with the use of the parcel proposed for development be conducted within a completely enclosed building; 2. That outdoor storage of goods, materials and products is not allowed. If desired, the applicant shall apply for Flexible Standard Development approval for such outdoor storage and meet the requirements of the Code; BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON, VICE, MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONFA FRANK HIBBARD, COMMISSIONER ® BIIJ.JONSON, COMMISSIONER "EQUAL. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER 0 0 April 20, 2004 Weaver and Toutante - Page Two 3. That any office uses proposed on this parcel. be related to the uses permitted in the district, which shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices (provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district); 4. That an Open Space impact fee must be paid prior to the issuance of building permits (contact Deb Richter at 727-562-4817); and 5. That all Fire Department requirements be met prior to the issuance of any permits. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above five conditions. The approval is based on and must adhere to the site plan and application dated received April 8, 2004. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (April 20, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Pursuant to Section 4-502.A, an appeal may be initiated within seven days of the date the Development Order is issued by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review. A copy of the Development Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on April 27, 2004 (seven days from date of Development Order). If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Senior Planner, at 727- 562-4504. You can access zoning for parcels within the City through our website: www.myclearwater.col-n/gov/dgpts/plannin g. * Make Us Your Favorite! Sincerely yo 01?A"Ar-- Cynthia H. Tarapani, AICP Planning Director IIMSkWDSIPlanning DepartmemIC D BOandard F1exlPending CasesQ - Reviewed and PendingWelcher N 1490 Weaver Business Center (IRT)Welcher N 1490 Development Order.doc April 16, 2004 City of Clearwater P. 0. Box 4748 Clearwater, FL 33758-4748 Attn: Joe Colbert Re: Weaver Business Center 1490 N. Belcher Road Clearwater, FL BCP2003-09517 F`S Z,003 - 12-0 is 0 Dear Mr. Colbert: As per the request, it is the intent of the General Contractor to install a fully operable fire sprinkler system throughout the building during the building shell phase. This fire sprinkler system will include a full distribution system for a high hazard occupancy. Modifications to the system will be made under separate permit for each tenant interior build-out. The main distribution will be in place and operable prior to the building shell completion. If you should have any further questions, please hesitate to give me a call. Very truly yours Michael Sofai Archi ct A.I.W MFS / j eb A-44 Z"#v A. 1000 Belcher Road South • A-1 • Largo, Florida 33771 727-530-3535 Fax: 530-4419 FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: FAX: -7.1) 3 - \4 to 9 J Phone: + ko 3 - «l l FROM: @.1 5 Phone: DATE:. RE: l ?--9 0 N ? 1? 2?c.`n,e?- ?. MESSAGE: a NUMBER OF PAGES(INCLUDING THIS PAGE) Apr. 15 2004 01:53PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 97336695 Apr.15 01:52PM 01'04 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-BOO-HELP-FAX C435-7329). 0 • CLEAR WATER FIRE & RESCUE Fire Prevention Division Office of the Fire Marshal Phone 727.562.4327 Fax 727.562.4461 TO: Wayne Wells FROM: Assistant Fire Chief Joel WT Gray, Fire Marshal DATE: Tuesday, April 13, 2004 REF: FLS2003-12060, WEAVER BUSINESS CENTER, 1490 N BELCHER RD On Thursday, April 08, 2004, Joe Colbert, Fire Plans Examiner brought this project to my attention requesting on behalf of Kevin Garriott, Building Official my review and comment with regard to the comments and conditions understood to be made by Duanne Anderson, Life Safety Hazard Inspector. I have reviewed the documentation submitted via fax on 04/08/2004 TO: Wayne Wells of the City of Clearwater FROM: Rob Parker RE: Weaver FIRE SPR. HAZARD. The conditions and comments made in the MEMORANDUM reportedly by Duanne Anderson are really of no significance or consequence since to issue a BUILDING PERMIT and eventually a Certificate of Occupancy "C/O" for a building shell according to those conditions would be inconsistent with Florida Statute 633.0215 The Florida Fire Prevention Code, "NFPA 241 - Safeguarding Construction, Alteration and Demolition Operations" most specifically: Chapter 8.7 Fire Protection During Construction 8.7.1 General. The provisions of Chapter 7 shall apply in addition to the specific requirements of this section. 8.7.2 Water Supply. 8.7.2.1* A water supply for fire protection, either temporarv or permanent shall be made available as soon as combustible material accumulates. 8.7.2.2 There shall be no delay in the installation of fire protection equipment. (See A. 8.2.5. 8.7.2.3 Where underground water mains and hydrants are to be provided, they shall be installed. completed, and in service prior to construction work. The aforementioned excerpt of the code in conjunction with NFPA 241 in its entirety simply requires the installation of required fire protection equipment as the building is being constructed. Furthermore NFPA 241 requires that equipment be operative as soon as possible, therefore, negating the possibility of constructing a building shell without the permitting and installation of the complete fire protection systems. n? Projects like this one are commonly built as what are known as " white boxes " inclusive of the fire sprinkler and alarm systems ready for final tenant build outs at some later date. As a routine part of tenant buildouts some modification of the sprinkler system head drops and fire alarm system components to provide the appropriate coverages based on the final use design are always necessary. For example most recently the buildings of the Clearwater Mall development project were constructed in this manner, and so shall all projects within the jurisdiction of Clearwater Fire & Rescue. I apologize for any delays or confusion that resulted from Duanne Anderson's comments or conditions. However as the Fire Marshal for Clearwater I am charged with the responsibility of enforcing the State Statute 633.0215, which, also does not provide for our deviating from the code as enacted by the State of Florida. The best guidance I can provide at this point is for the design team to stay in close contact with Joe Colbert, Fire Plans Examiner and follow his guidance. My enforcement of the code is very simple what is in print is what is required, and there are no variations from the code which are not allowed for within the code itself. If I can be of any assistance please feel free to contact me. Sincerely, Joel Gray Joel WT Gray Asst. Fire Chief / Fire Marshal Clearwater Fire & Rescue 610 FRANKLIN STREET Clearwater, FL 33756 Telephone: 727.562.4327 Fax: 727.562.4611 Y- LL 0 } H U Cke'arwater FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: FAX: 1 26 4 - +%-71 Phone: 3 - 12-0 FROM: Phone: S b Z -- S?j-- DATE:, RE: I!_--9 o N • fl a ?-a . I'-US 2.-DD 3 - / ZO to D 'k4P.cc e r_F NUMBER OF PAGES(INCLUDING THIS PAGE)__2, Apr. 13 2004 03:23PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 99344179 Apr.13 03:22PM 01'09 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' i#04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). I . rfrrrre?b ? -- M1 Fire Condition 0 1 Conditions Associated Wit FLS2003-12060 1490 N BELCHER RD Joe Colbert 562-4567 xt 3548 01/12/2004 What is the classification of hazard of the contents of the warehouse. The automatic fire sprinkler Not Met protection shall be designed to address the type of hazard that will exist. Please address prior to the devalopment order. Print Date: 04/13/2004 CaseConditons Page 1 of 1 REICH AN-PARKER GENERAL CONTRACTORS • P.01 -oY F1,6W% Thursday April 08; 2004 8:49 AM AA3 WO ul? % tots I AAD to rN. • . 1006 Broadway • Dunedin, Florida 34698. Office: 727.736.9090 • Fax: 727.733.6695 ' i r t Email: deichpark@aol.com Q deichparkl@aol.com Rod Parker 727-733-6698 Thursday, April 08. 2004 8:49 AM T • DEICHMAN-PARKER GENERAL CONTRACTORS Rob Parker 727-733-6695 • p.02 MEMORANDUM BCP2003 - 09517 TO: MR. KEVIN GARRIOTT FROM: ROB PARKER. RE: WEAVER BUSINESS CENTER FIRE SPRINKLER HAZARD THANKS, ROB PARKER DEICHMAN - PARKER, INC. 1008 Broadway v Dunedin, Florida 34698.Office: 727.736.9090 • Fax: 727.733.5695 Email: deichpark@aol.com • deichparkl@aol.com Thursday, April 08, 2004 8:49 AM DEICHMAN-PARKER GENERAL CONTRACTORS Rob Parker 727-733-6695 p.03 MEMORANDUM BCP2003 - 09517 TO: MR. ;JOE COLBERT FROM: ROB PARKER RE: WEAVER BUSINESS CENTER FIRS; SPRINKLER HAZARD DATE: MARCH 29, 2004 MR. COLBERT: IT IS MY UNDERSTANI"G TRA?T.WE STILL HAYE.UNRESOLVED ISSUES (SEE ATTACHED COMMENTS) E L.AT G TO-TAE FUTURE FIRE SPRINKLER SYSTEM AND TH?:,1f? AI1?:C SS.IT+'#CATION FOR THE BUILDING. ATTACHED PLEASE FIND A COPY A tAIFICATION LETTER SENT TO SOFARELLI AND ASSOC. ON FEBRUARY 5, 2004. A COPY OF THIS LETTER WAS ALSO SENT TO A. BLACKBURN AS WELL AS D. ANDERSON ON THE SAME DAY. WE DID NOT DEAR BACK FROM ANYONE WITH ANY OBJECTIONS TO THE CONTENTS OF THE CLARIFICATION. PLEASE GIVE ME A CALL IF YOU NEED ADDITIONAL DATA. THANKS, ROB PARKER CC: ALL PARTIES 1008 Broadway • Dunedin, Fiorida 34698. Office: 727.736.9090 • Fax: 727.733.6895 Email: deichpark@aol.com• deichparki@aoi.com Thursday, April 08. 2004 8:49 AM Rob Parker 727-733-6695 p.04 C] DEICHMAN PARKER GENERAL CONTRACTORS TO: FROM: RE: DATE: MEMORANDUM MIKE SOFARELLI, AIA ROB PARKER • A. WEAVER BUSINESS CENTER SHELL PERMIT FEBRUARY 5, 2004 MIKE: AS YOU ARE AWARE; AT OUR LAST MEETING WITH THE CITY OF CL.EARWATER, MR. DUANNE ANDERSEN, CFI AGREED THAT IF WE WANTED TO, THAT WE COULD INSTALL ONLY THE. XkIN FIRE SPRINKLER SUPPLY LINES AT THIS TIME WITO THE.$H.ELL A-Nh:]N.STAI.L THE ACTUAL FIRE SPRINKLER SYSTEMS AS Tj U? INDIVWUAL UXM.AU BUILT OUT. THIS WOULD INCLUDE SPRIT I i?WMAIN$ O R SITE AND IN THE BUILDING. THIS AFTERNOON, I TALKED TO MR. ANDERSON AGAIN TO CLARIFY IF WE NEED TO HAVE THE FIRE SPRINKLER MAINS DESIGNED WITH THE SHELL PERMIT OR COULD WE PROVIDE THE DESIGN AT A LATER DATE WITH THE ACTUAL FIRE SPRINKLER PERMIT FOR THE SPRINKLER MAINS. HE ADVISED ME THAT WE COULD OBTAIN THE SHELL PERMIT WITHOUT THE DESIGN AT THIS TIME PROVIDING THE FOLLOWING CONDITIONS ARE MET. 1) THE ARCHITECT SHALL NOTE ON THE PLANS THE FOLLOWING: A) THE SHELL BUILDING SHALL BE HAVE MAIN FIRE SPRINKLER SUPPLY LINES INSTALLED PRIOR THE ISSUANCE OF THE C/O FOR THE SHELL BUILDING. B) THE DESIGN FOR THE SPRINKLER MAINS SHALL BE BASED ON A _NFPA 13 SYSTEM WITH A "HIGH HAZARD" CAPACITY, DESIGNED BY A QUALIFIED ENGINEER. ALL SYSTEMS SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR. 1008 Broadway* Dunedin, Florida 34698.Office. 727.736.9090 • Fax: 727.733.6695 Email: deichpark@aol.com - deichparkl@aol.com Thursday, Apri! 08, 2004 8:49 AM Rob Parker 727-733-6695 FIRE SPRINKLER SYSTEMS FOR ALL TENANT BUILD OUTS AT A LATER DATE SHALL MEET OR EXCEED THE MINIM17M REQUIREMENTS FOR THE HAZARD FOR THE SPECIFIC USE OF THE BUILD OUT. REGARDING THE FIRE SPRINKLER LINE ( UNDERGROUND ), ITS SIZE IS UNDETERMINED AT THIS TIME. FROM WHAT I GATHER IT WILL MOST LIKELY BE 6" WHICH WILL REQUIRE A 6" DCVA. IN ADDITION, IT MAY BE LESS EXPENSIVE TO HAVE A LONGER RUN OF UNDERGROUND AND ENTER AT THE CENTER OF THE NORTH SIDE OF THE BUILDING (THE BACK) RATHER THAN THE EAST END (BELCHER ROAD END) OF THE BUILDING. ENTERING AT THE EAST END IS GOING TO REQUIRE A VERY LONG RUN INSIDE WHICH MAY REQUIRE THE INSIDE LINES STARTING AT 6- AND DECREASING IN SIZE TO THE END OF THE BUILDING. ENTERING IN THE MIDDLE AND THEN GOING EAST AND WEST WILL BE A MORE EFFICIENT SYSTEM. THE DESIGN IS ALSO GOING TO DEPEND A GREAT DEAL ON THE WATER PRESSURE AT BELCHER ROAD. PER OUR CONVERSATION TODAY, I<01U,, ADVISED ME THAT YOU STILL HAD A FEW CHANGES TO MAKE ON A FED SAXES AND THAT YOU WOULD HAVE THESE PAGES CHANGED AND;-RAC' 6 THE `JESDAY, FEBRUARY 10, 2004. CC. MR. DUANNE ANDERSON, CFI MR. J.C. WEAVER MR. STEVE TOUTANT MR. ALEX PANIK p.05 FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: FAX: g 3 4" 4-1-71 Phone: FROM: Phone:_??p2- 1}S0 _ DATE:_ 1101'0 RE: NUMBER OF PAGES(INCLUDING THIS PAGE) 2- 1::1L,S 7-0 0 3 • (Z0 to 0 RABID MEMO W4-/,L)6 DATE 4 e e'-7 SUBJECT ? yC9o gam, ? c?-? 3? 165/I5 /= C"ol APR 8 1uU4 Iri Adams SC 1158 f ? Apr. 06 2004 09:52AM YOUR LOGO CityOfClearwaiter-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 99344179 Apr.06 09:50AM 01'17 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). Conditions Associated Wit FLS2003-12060 1490 N BELCHER RD Engineering C+df dition Initials Missing '5CA jbu- SbL' 4781 Initials Missing 04/06/2004 THE TWO PROPOSED FIRE HYDRANTS ON THE NORTH SIDE OF THE BUILDING AND THE Not Met HYDRANT ON THE WEST SIDE OF THE BUILDING CANNOT BE INSTALLED ON WATER LINES RESTRICTED BY A DOUBLE CHECK VALVE ASSEMBLY(DCVA). ON THE NORTH SIDE OF THE BUILDING, EITHER MOVE THE DCVA TO THE 6" SPRINKLER LINE OR REDESIGN THE FIRE LINE. ON THE WEST SIDE OF THE BUILDING, RELOCATE THE DCVA TO THE NORTH BETWEEN THE HYDRANT AND THE FDC OR REDESIGN THE FIRE LINE. Fire Condition Joe Colbert 562-4567 xt 3548 01/12/2004 What is the classification of hazard of the contents of the warehouse. The automatic fire sprinkler Not Met protection shall be designed to address the type of hazard that will exist. Please address prior to the devalopment order. 04/06/2004 Fire Hydrants must not be installed on the same line AFTER a Double Check Valve Assembly. Not Met Please correct drawing received on 3/30/04 showing both hydrants on the east side of property after the DCVA. Print Date: 04/06/2004 CaseConditons Page 1 of 1 FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: A\ -k-l" ? G? FAX: 9-34--.4-k-79 Phone: 3 4 S 2 O FROM: I?S Phone: S ko Z - 9 S O I - DATE:_ -6 k-co j RE: ?qC 5 D ry • ?j t ?c. c„? Z . MESSAGE: L?• w-n.?•? S/ c .a:.}inrv s'k1\ o 120\0 5c,PZod3 • c9Sl? NUMBER OF PAGES(INCLUDING THIS PAGE) 2 Mar. 26 2004 05:29PM YOUR LOGO : CityOfClearwater-Plan Dept YOUR FAX NO. : 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 99344179 Mar.26 05:24PM 04'54 SND 08 OK TO TLRN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). 0 0 Outstanding Comments re FLS2003-12060, 1490 N. Belcher Road, Weaver Business Center March 8, 2004 General Engineering _? M - h P-\ rv' ? 1. An existing 8-inch force main per city sanitary sewer atlas is not shown along Range Road. 2. The proposed dumpster enclosure must be a minimum of 12-feet clear width and 10-feet clear depth and must be constructed in accordance with Clearwater Index 701. 3. FDC not shown at correct location. Prior to building permit, show FDC on fire line into building with a backflow preventor between FDC and water supply line. 4. How are the proposed units fronting Belcher Road being provided with sanitary sewer service? me e cu 5 The Fire _?v 2 C-o 1 bQS k 1. What is the classification of hazard of the contents of the warehouse. The automatic fire sprinkler protection shall be designed to address the type of hazard that will exist. 2. Please provide a minimum 28 ft turning radius on both sides of ingerss / egress for emergency apparatus access. 3. Where underground water mains and hydrants are required, they shall be installed, completed and, in service prior to construction as per NFPA 241. Clearances of 71/2' ft in front of and to the sides of the fire hydrant, with a 4' ft clearance to the rear of the hydrant are required. 4. Fire department connection needs to be located at least 15 feet away from the building and within 40 feet of the fire hydrant. 5. A 24-foot roadway shall be constructed of a hard, all-weathered surface to be completed, for fire apparatus access, prior to construction. Please acknowledge the intent to comply prior to a development order. 6. Locate the Fire Department Connection (FDC) at the driveway approach and within 40 feet of a fire hydrant. Solid Waste 1. Double dumpster enclosure need to be built to City Specs and shown on detail Sheet 4/6. Comments Outstandin for BCP2003-09517, 1490 N. Belcher Road, Weaver Business Center March 8, 2004 There are a number of comments still outstanding for the building permit. However, some of these comments cannot be taken off at this time until a final Site Plan is approved under FLS2003-12060. Once the development order for FLS2003-12060, is issued, then submit eight copies of the site plan to Building Department. Then, comments from some the departments will be able to be removed. IIMSScIPDSIPlanning DepartmentlCD BIStandard FlexlPending Casesl2 -Reviewed and PendinglBelcher N 1490 Weaver Business Center (IRT) (Outstanding Comments as of 3.8.04.doc ???rrrrs? r Conditions Associated Wit BCP2003-09517 1490 N BELCHER RD The following conditions must be satisfied before the permit can be processed. Engineering Review Don Melone 562-4798 Status 12/26/2003 14) All utility pole relocations to be coordinated with the owners of such facilities as-noted on Not Met drawings. The pole relocations will accommodate the proposed sidewalk and/or drive apron(s) installation within the right-of-ways of the adjacent streets. City requires a 2-ft. horizontal clearance from edge of sidewalk to any vertical obstruction. 12/26/2003 23) Need a copy of an approved D.E.P. Permit for the installation of the sanitary sewer extension. Not Met 12/26/2003 33) Development Right-of-Way Impact Fees per Ordinance Number 5969-96 (Section 1.3.e). Not Met 12/26/2003 22) Ductile iron pipe must be installed between any tap and water meter. Ductile iron pipe must Not Met be installed between any tap and backflow preventor device. At least one joint of ductile iron pipe shall be installed on the service side of any backflow preventor device. 12/26/2003 4) Need to show all proposed sanitary sewer service wye's. Not Met 12/26/2003 5) To the best of our knowledge, Range Road is not assigned to Pinellas County. Not Met 12/26/2003 7) An existing 8" force main per city sanitary sewer atlas is not shown along Range Road. Not Met 12/26/2003 15) All unused drive aprons and/or parking surfaces are to be removed in its entirety, by the Not Met contractor, at the applicant's expense. The right-of-way(s) are to be restored with new sidewalk and sod as required. 12/26/2003 27) Dumpster enclosure to be a minimum of 12 ft. clear (width) x 10 ft. clear (depth). Not Met 12/26/2003 1) Need to submit additional civil site plans to satisfy the requirement for a building permit. Not Met 12/26/2003 20) If the occupancy of the proposed building is medical office, the applicant/owner will be Not Met responsible for all associated fees for a required reduced pressure B.F.P.D. (back flow preventor device). 12/26/2003 8) Need to install 8" ductile iron pipe for the proposed fire hydrant line from tap to the first fire Not Met hydrant and 6" ductile iron pipe to the second fire hydrant. 12/26/2003 19) Double detector check valve with bypass meter shall be required for any internal fire Not Met protection line. 12/26/2003 30) Drop pins and sleeves required for open and closed positions, see City of Clearwater Not Met Contract Specifications and Standards, Part "C", Construction Standards, Index #701. 12/26/2003 25) How is solid waste being handled? Not Met 12/26/2003 9) Need to add construction notes for that protion of sidewalk along along Range Road. Not Met 12/26/2003 11) Need to show the F.D.C. connection serving the proposed building. Not Met 12/26/2003 31) Bollards to meet city standards see City of Clearwater Contract Specifications and Standards, Not Met Part "C", Construction Standards, Index #701. 12/26/2003 32) Need to submit 5 sets of as-builts that are signed and sealed by a professional engineer Not Met registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as-builts for accuracy. CaseConditons Print Date: 03/26/2004 Page 1 of 6 0 0 BCP2003-09517 1490 N BELCHER RD Engineering Review Don Melone 562-4798 12/26/2003 3) How are the proposed units fronting Belcher Road being served sanitary sewer? Not Met 12/26/2003 21) Need a copy of an approved health permit for the installation of the domestic water line prior Not Met to issuance of a building permit. 12/26/2003 12) Replace sidewalk as needed for the proposed fire hydrant line installation. Not Met 12/26/2003 6) Can't read some the site data for existing structures labled on the various plan sheets. Not Met 12/26/2003 2) Need to confirm the size of the "stub" in the north direction coming out the existing sanitary Not Met man hole along Range Road. Can't connect the proposed 8" sanitary main to a 6" sanitary sewer "wye". May need to core the existing sanitary sewer man hole for sewer connection. 12/26/2003 25) Any/all easement(s) shall be obtained (recorded) prior to a C.O. being issued for the Not Met building(s). Please contact Earl Barrett, Real Estate Services Manager @ (727)562-4794 for information needed to obtain such easement(s). 12/26/2003 18) The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow Not Met preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. 12/26/2003 16) Any new concrete driveway apron(s) constructed within the right-of-way shall be a minimum Not Met 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 w.w.m. [sidewalks shall NOT to be constructed within this apron area(s)]. 12/26/2003 28) Dumpster enclosure to be constructed with a minimum 6" thick concrete pad with 6" x 6" / 10 Not Met x 10 w.w.m. and a minimum 3000 p.s.i. or 6" fibrous concrete. Concrete dumpster pad to extend a minimum of 4 ft in front of enclosure. 12/26/2003 13) The location of the "bank water meters" will be determined in the field. The proposed location Not Met will not work in the best insterest of the City. 12/26/2003 17) A separate right-of-way permit will be required for all work within the right-of-way of any of the Not Met adjacent street(s) that are assigned to the city. See Steve Doherty (727)562-4773 in Room #220 at the MSB (Municipal Services Building). 12/26/2003 24) Per the City of Clearwater Contract Specifications and Standards, Part "B", Technical Not Met Specifications, Article (19), "all round reinforced concrete pipe joints under pavement, driveways and sidewalks within public right-of-way and any outfall system, shall be wrapped with Mirafi 140N filter fabric or equal". Fabric to be a min. of 30" in width and centered on pipe. 12/26/2003 29) New dumpster enclosures: Maximum 6-0" high and constructed of concrete block. Materials Not Met used should be consistent with those used in the construction of and architectural style of the principal building, see City of Clearwater Contract Specifications and Standards, Part "C", Construction Standards, Index #701. 12/26/2003 10) Need to add handicap ramps at the drive aprons as needed to meet A.D.A. requirements. Not Met 01/13/2004 NEED A D.O. BEFORE ISSUANCE OF A BUILDING PERMIT. Environmental Review Wayne Wells 562-4504 Not Met 01/06/2004 How is sanitary service provided for structure at northwest corner of property? If service provided Not Met by septic tank, it must be closed in accordance with Pinellas County requirements. Provide closure documention prior to any vertical construction on the property. Fire Dept Condition Duanne Anderson 562-3039 01/12/2004 Please provide a hydrant on the south side of the building, and on the same side of Range Rd. as Not Met the property before devlopment order. Print Date: 03/26/2004 CaseConditons Page 2 of 6 • • BCP2003-09517 1490 N BELCHER RD Fire Review Jon Roberts as per Ann Downes-Blackburn 562-4327 xt 3025 10/21/2003 Please provide 28 ft turning radii for emergency apparatus access. Not Met 10/21/2003 Please provide a hydrant on the south side of the building, and on the same side of Range Rd. as Not Met the property. 10/21/2003 What is the classification of hazard of the contents of the warehouse. Not Met 10/21/2003 Please provide exit lights as per NFPA-101. 10/21/2003 Firewalls to be constructed as per NFPA-221 to extend through the roof. 10/21/2003 Please cloud all revisions. 10/21/2003 All fire sprinklers must be installed as per NFPA-13, by a licensed fire sprinkler contractor with a separate permit and plans. 10/21/2003 Please include adherence to the Florida Fire Prevention Code in the summary of codes. 10/21/2003 Please provide emergency lights Landscape 10% Interior Condi Arden Dittmer 562-4604 Not Met Not Met Not Met Not Met Not Met Not Met 09/24/2003 Code requires a minimum of 10% interior green space of gross vehicular use area or 12% of Not Met gross vehicular use area if parking spaces area greater than 110% of the required parking. Interior islands shall be designed so that in most cases no more than 10 parking spaces are provided in a row. Interior islands shall be a minimum of 150 sq. ft., and be 8' of green space from back of curb to back of curb. Landscape Island Plant Condi Arden Dittmer 562-4604 09/24/2003 1 Tree/island minimum; 1 Tree/150 sq. ft. of required green space; Shrubs: 50% of required green Not Met space; and Groundcover shall be utilized for required green space in lieu of turf. All that is shown on this plan is Palm trees in the islands around the palm trees, suggest Evergreen Giant Leriope and Indian Hawthorn for the interior islands. Tree Spacing Condition Arden Dittmer 562-4604 09/24/2003 Trees are shown too close together, larger trees should be spaced at a minimum of 30' to 35' on Not Met center to allow for them to mature without competing for space. Landscape Condition Arden Dittmer 562-4604 09/24/2003 The "Tree Legend" indicates trees to be "min. 6' in height and 1 1/2" cal. at planting", where Code Not Met requires trees to be 10' in height and 2 1/2" cal. at planting, ornamental trees can be 8' in height and 2" cal., and palms must be 10' clr. and straight trunk at planting. Make changes in Legend and submit revised page for review. 09/24/2003 Sight triangles are not shown on plan, and several plants are within the required sight triangle Not Met areas. Show triangles on plan and adjust plants to meet Code. Plants in the sight triangles must be installed in accordance with the requirements in Article 3, Division 9 to minimize traffic hazards. 09/24/2003 Curbing is required everywhere pavement abuts landscaping including sod. Add curbing and note Not Met indicating 6" curb. 09/24/2003 Relocate the stormwater overflow line on the northeast end of the property to allow the Not Met continuation of the trees (and hedge) along the property line. 09/24/2003 Change the East Palatka Holly with Dahoon or Savanah Holly. Not Met CaseConditons Print Date: 03/26/2004 Page 3 of 6 BCP2003-09517 1490 N BELCHER RD Landscape Co ndition Arden Dittmer 562-4604 09/24/2003 Foundation plantings shall be provided for 100% of a building facade with frontage along a street Not Met right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. 09/24/2003 A continuous hedge is required on the perimeter, the hedge shown only covers about 30% of the Not Met required distance. Hibiscus is the City plant and may be used for color in sections of the perimeter hedge. 09/24/2003 "Irrigation notes" do not include 100% coverage. Please adjust notes to meet ALL the Not Met requirements of the Code in Section 3-1202(C). 09/24/2003 There are trees shown in front of the monument sign, this seems to be restricting the visibility of Not Met the sign, suggest relocating these trees. Landscape Review Arden Dittmer 562-4604 09/24/2003 Suggest arranging the Crepe Myrtle into groupings of three to four trees and spacing them away Not Met from oaks or other trees. 09/24/2003 Suggest changing the Red Cedar with Podocarpus if the intent is to have a tight hedge like Not Met planting 09/24/2003 The trees shown exceed the number required by Code, you should be able to reduce the number Not Met of trees and still plant the required size and number of trees to meet Code per Section 3-1202. 09/24/2003 Please call me at 562-4604 to schedule meeting if interested in doing so. Not Met Stormwater Mgmt Condition Initials Missing Initials Missing 10/21/2003 Please demonstrate attenuation volume provided per City of Clearwater Design Criteria. Volume Not Met = delta C x 3.6 in/hr x 3.1585 ac. x 3600 sec. Volume appears to be available, however needs to be demonstrated and sealed. Please note that 6" of freeboard is required above the elevation that provides the required volume; the top of wall may have to be raised. 10/21/2003 Plan shows underdrain filter, calculations show natural percolation. Not a problem to have both, Not Met however, if underdrain is not intended, please remove from plans to avoid confusion. 10/21/2003 Connection from outfall to Belcher inlet is labeled 18", connection at inlet is labeled 15" 10/21/2003 Submit SWFWMD and Pinellas County Drainage Permit. Traffic Engineering Condition Bennett Elbo 562-4775 10/07/2003 Need to provide 2 loading spaces at no less than 12' (feet) in width and 35' (feet) in length Not Met Not Met Not Met 10/07/2003 Show on the site plan a current City of Clearwater "Handicapped stall and sign details", which can Not Met be attained from the City's website. 10/07/2003 A pair of 20'X 20' sight distance triangles must be shown on both the civil and landscape site Not Met plans. The triangles need to be measured from the property line and must be placed at all ingress and egress points. Objects that are within the sight visibilty triangles must not be more than 30" in height from the ground. 10/07/2003 Provide accessible paths from public sidewalks along Belcher Road and Range Road to the Not Met accessible building entrance they serve. (Florida Accessiblity Code for Building Chapter 11, Section 11-4.3.2) Print Date: 03/26/2004 CaseConditons Page 4 of 6 • BCP2003-09517 1490 N BELCHER RD Traffic Engineering Condition Bennett Elbo • 562-4775 10/07/2003 Traffic Impact Fee (TIF) amount shown on the site plan is calculated based on outdated fee rates. Not Met Show correct TIF in the amount of $58,178.00 on the site plan. Zoning Review Wayne Wells 562-4504 10/28/2003 10/28/03 - WW Not Met Provide the width of the landscape islands at the southwest corner and on the north side of the building. 10/28/2003 10/28/03 - WW Not Met Revise General Note #7 on Sheet 3/6 - Property is being annexed and property will be zoned IRT (not M-1); Land use = IL (not IRT). 10/28/2003 10/28/03 - WW Not Met Revise Sheet 5/6 for "Typical Pavement and Parking Section" to show parking stall length at 19 feet (not 20 feet). 10/28/2003 10/28/03 - WW Not Met Remove General Notes from Sheet 4/6, as they are confusing with and duplicative of the General Notes on Sheet 3/6. 10/28/2003 10/26/03 - WW Not Met Revise General Note #16 on Sheet 3/6 - Parking provided = 84 spaces (not 91). 10/28/2003 Revise Sheet 3/6 to provide square footage breakdown for office and warehousing uses for Not Met parking calculations. (Note: for 84 provided spaces, only four HC spaces required). 10/28/2003 10/28/03 - WW Not Met On-site underground electric and communication lines required. Show on plans. 10/28/2003 10/28/03 - WW Not Met Signage (freestanding and attached) to be handled separately. Signage must meet Code provisions. 10/28/2003 10/28/03 - WW Not Met Suggest relocating monument sign to avoid conflicts with landscaping or revise the landscaping to work with the proposed sign to avoid conflicts. 01/13/2004 1/13/04 - WW Not Met Applicant has filed case FLS2003-12060, which needs to be approved first. 10/28/03 - WW No permits can be issued, other than underground utilities, until the property is annexed into the City. Final action by the City Commission is scheduled for November 20, 2003, (ANX2003-08017, 2160 Range Road) and there is a 14 day appeal period beyond this date (ultimate final date is December 5, 2003, for permit issuance). 10/28/2003 10/28/03 - WW Not Met Provide on building plans the proposed colors of the different parts of the building (walls, facia, roof, etc.). Provide paint samples/color chips. 10/28/2003 10/28/03 - WW Not Met Building plans - pedestrian door and overhead door on the north side of Unit A conflicts with parking spaces and landscaping. Revise. 10/28/2003 10/28/03 - WW Not Met Show location of overhead and pedestrian doors on the north side of the building on the site plan. Print Date: 03/26/2004 CaseConditons Page 5 of 6 • BCP2003-09517 1490 N BELCHER RD Zoning Review Wayne Wells 562-4504 10/28/2003 10/28/03 - WW Not Met Show by cross-hatching or shading those areas being counted toward interior landscape requirement, including the square footage of those areas. Since the interior landscape requirement (10 or 12% of the vehicular use area) is a function of the square footage of the paved vehicular use area, it is suggested to break out the square footage of sidewalks separate from the paved vehicular use area. 02/05/2004 2/5/04 - WW - An Open Space impact fee is due prior to issuance of building permits. Please Not Met contact Deb Richter at 727-562-4817. Print Date: 03/26/2004 CaseConditons Page 6 of 6 • Moeida?, March 15, 2004 2:30 PM • Rob Parker 727-733-6695 p.01 • ?'???'; DEICHMAN PARKER da,1J GENERAL CONTRACTORS March 14, 2004 Mr. Steve Tontant Weaver Enterprises, Inc. ?1 2050 Weaver Park Drive ` a Clearwater, Florida 33756 RE : BCP2003 - 09517 1 u W1 Dear Steve: This morning I talked to Al Panik, the Civil Engineer and Mike Sofarelli, the Architect, regarding the status of the plan review and also the most recent comments dated March 8, 2004. According to Mike Sofarelli, his Architectural plans are complete to the satisfaction of Building Officials as well as the Fire Officials. All Revised Architectural Plans and Engineer Approved Submittals were provided back to the City,:-as;-requested, a week ago on March 8, 2004. Mike feels that all remaining issues are Site or C %L Engineering related comments. Al Panik is going to call me bakk iln da mom><ng after Ge..bas more time to further review the most recent comments. I saggestedtnd] ag# eed, That we should try to set up a meeting later in the week with Wayne ; Us in PlAni ring And veil Leiters.' Building Plan Review. We feel this meeting is necessary fa Make sure tfiat all ?u>treients Piave been met for both parts of the City Review Process. As we discussed on Friday, it seems like we arrw? u t1oing round and round in circles, not getting anywhere. Maybe I am missing something, but per the attached, I do not understand why we need to have a Development Order before we can find out if we still have unresolved "Building Issues" I'll let you know if I am able to schedule a meeting after I talk to all parties. Sincerely, Robert T. Parker, Jr. Deichman - Parker, Inc. cc: Mrr Wayne' Wells Mr. Neil Legters Mr. Alex Panik, P.E. Mr. Mike Sofarelli, AIA 1008 Broadway - Dunedin, Florida 34698.Office: 727.736.9090 - Fax: 727.733.6695 Email: deichpark®aol.com - deichparkl @aol.com Mogday, March 15, 2004 2:30 PM Rob Parker 727-733-6695 Outstanding Comments re FLS2003-12060,1490 N Belcher Road, Weaver Business Center March 8, 2004 -General Engineering 1. An existing 8-inch force main per city sanitary sewer atlas is not shown along Range Road. 2. The proposed dumpster enclosure must be a minimum of 12-feet clear width and 10-feet clear depth and must be constructed in accordance with Clearwater Index 701. 3. FDC not shown at correct location. Prior to building permit, show FDC on fire line into building with a backflow preventor between FDC and water supply line. 4. How are the proposed units fronting Belcher Road being provided with sanitary sewer service? 5. The location of the water meter bank will be determined in the field. The current location may not be acceptable to the City. Fire 1. What is the classification of hazard of the contents of the warehouse. The automatic fire sprinkler protection shall be designed to address the type of hazard that will exist. 2. Please provide a minimum 28 ft turning radius on both sides of ingerss / egress for emergency apparatus access. 3. Where underground water mains and hydrants are required, they shall be installed, completed and, in service prior to construction as per NFPA 241. Clearances of 71/2' ft in front of and to the sides of the fire hydrant, with a 4' ft clearance to the rear of the hydrant are required. 4. Fire department connection needs to be located at least 15 feet away from the building and within 40 feet of the fire hydrant. 5. A 24-foot roadway shall be constructed of a hard, all-weathered surface to be completed, for fire apparatus access, prior to construction. Please acknowledge the intent to comply prior to a development order. 6. Locate the Fire Department Connection (FDC) at the driveway approach and within 40 feet of a fire hydrant. Solid Waste L.- Double dumpster enclosure need to be built to City Specs and shown on detail Sheet 4/6. Comments Outstanding for BCP2003-09517, 1490 N. Belcher Road, Weaver Business Center March 8, 2004 There are a number of comments still outstanding for the building permit. However, some of these comments cannot be taken a this time until a a i Plan is approved under _oft FLS2003-12060 ?to()Building development order for FLS2003-12060, is issued, then submit ei t copies o the site plan Department. Then, comments from some the departments will be able to be removed. p.02 • LL 0 ater FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 T FAX: Phone: 31 S 2---0 FROM: Phone: b 2- S 0'- DATE: ?l a 4 RE: x-90 C?f 9.r MESSA Z-0 o'? - NUMBER OF PAGES(INCLUDING THIS PAGE)$ • Mar. 08 2004 04:05PM YOUR LOGO CityOfClearwater-Plan Dept YOUR FAX NO. 727 562 4865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 99344179 Mar.08 04:OOPM 04'54 SND 08 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). 0 0 Outstanding Comments re FLS2003-12060,1490 N. Belcher Road, Weaver Business Center March 8, 2004 General Engineering 1. An existing 8-inch force main per city sanitary sewer atlas is not shown along Range Road. 2. The proposed dumpster enclosure must be a minimum of 12-feet clear width and 10-feet clear depth and must be constructed in accordance with Clearwater Index 701. 3. FDC not shown at correct location. Prior to building permit, show FDC on fire line into building with a backflow preventor between FDC and water supply line. 4. How are the proposed units fronting Belcher Road being provided with sanitary sewer service? 5. The location of the water meter bank will be determined in the field. The current location may not be acceptable to the City. Fire 1. What is the classification of hazard of the contents of the warehouse. The automatic fire sprinkler protection shall be designed to address the type of hazard that will exist. 2. Please provide a minimum 28 ft turning radius on both sides of ingerss / egress for emergency apparatus access. 3. Where underground water mains and hydrants are required, they shall be installed, completed and, in service prior to construction as per NFPA 241. Clearances of 71/2' ft in front of and to the sides of the fire hydrant, with a 4' ft clearance to the rear of the hydrant are required. 4. Fire department connection needs to be located at least 15 feet away from the building and within 40 feet of the fire hydrant. 5. A 24-foot roadway shall be constructed of a hard, all-weathered surface to be completed, for fire apparatus access, prior to construction. Please acknowledge the intent to comply prior to a development order. 6. Locate the Fire Department Connection (FDC) at the driveway approach and within 40 feet of a fire hydrant. Solid Waste 1. Double dumpster enclosure need to be built to City Specs and shown on detail Sheet 4/6. Comments Outstanding for BCP2003-09517, 1490 N. Belcher Road, Weaver Business Center March 8, 2004 There are a number of comments still outstanding for the building permit. However, some of these comments cannot be taken off at this time until a final Site Plan is approved under FLS2003-12060. Once the development order for FLS2003-12060, is issued, then submit eight copies of the site plan to Building Department. Then, comments from some the departments will be able to be removed. IWS56PDSWIanning DepartmentlCD BlStandard FlexlPending Cases12 - Reviewed and PendingWelcher N 1490 Weaver Business Center (IRT)Dutstanding Comments as of3.8.04.doc Conditions Associated With BCP2003-09517 ?Ms.j4?'w 1490 N BELCHER RD !s!I The following conditions must be satisfied before the permit can be processed. Engineering Review Don Melone 562-4798 Status 12/26/2003 14) All utility pole relocations to be coordinated with the owners of such facilities as-noted on Not Met drawings. The pole relocations will accommodate the proposed sidewalk and/or drive apron(s) installation within the right-of-ways of the adjacent streets. City requires a 2-ft. horizontal clearance from edge of sidewalk to any vertical obstruction. 12/26/2003 23) Need a copy of an approved D.E.P. Permit for the installation of the sanitary sewer extension. Not Met 12/26/2003 33) Development Right-of-Way Impact Fees per Ordinance Number 5969-96 (Section 1.3.e). Not Met 12/26/2003 22) Ductile iron pipe must be installed between any tap and water meter. Ductile iron pipe must Not Met be installed between any tap and backflow preventor device. At least one joint of ductile iron pipe shall be installed on the service side of any backflow preventor device. 12/26/2003 4) Need to show all proposed sanitary sewer service wye's. Not Met 12/26/2003 5) To the best of our knowledge, Range Road is not assigned to Pinellas County. Not Met 12/26/2003 7) An existing 8" force main per city sanitary sewer atlas is not shown along Range Road. Not Met 12/26/2003 15) All unused drive aprons and/or parking surfaces are to be removed in its entirety, by the Not Met contractor, at the applicant's expense. The right-of-way(s) are to be restored with new sidewalk and sod as required. 12/26/2003 27) Dumpster enclosure to be a minimum of 12 ft. clear (width) x 10 ft. clear (depth) Not Met 12/26/2003 1) Need to submit additional civil site plans to satisfy the requirement for a building permit. Not Met 12/26/2003 20) If the occupancy of the proposed building is medical office, the applicant/owner will be Not Met responsible for all associated fees for a required reduced pressure B.F.P.D. (back flow preventor device). 12/26/2003 8) Need to install 8" ductile iron pipe for the proposed fire hydrant line from tap to the first fire Not Met hydrant and 6" ductile iron pipe to the second fire hydrant. 12/26/2003 19) Double detector check valve with bypass meter shall be required for any internal fire Not Met protection line. 12/26/2003 30) Drop pins and sleeves required for open and closed positions, see City of Clearwater Not Met Contract Specifications and Standards, Part "C", Construction Standards, Index #701. 12/26/2003 25) How is solid waste being handled? Not Met 12/26/2003 9) Need to add construction notes for that protion of sidewalk along along Range Road. Not Met 12/26/2003 11) Need to show the F.D.C. connection serving the proposed building. Not Met 12/26/2003 31) Bollards to meet city standards see City of Clearwater Contract Specifications and Standards, Not Met Part "C", Construction Standards, Index #701. 12/26/2003 32) Need to submit 5 sets of as-builts that are signed and sealed by a professional engineer Not Met registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as-builts for accuracy. CaseConditons Print Date: 03/08/2004 1 of 6 BCP2003-09517 • 1490 N BELCHER RD Engineering Review Don Melone 562-4798 12/26/2003 3) How are the proposed units fronting Belcher Road being served sanitary sewer? Not Met 12/26/2003 21) Need a copy of an approved health permit for the installation of the domestic water line prior Not Met to issuance of a building permit. 12/26/2003 12) Replace sidewalk as needed for the proposed fire hydrant line installation. Not Met 12/26/2003 6) Can't read some the site data for existing structures labled on the various plan sheets. Not Met 12/26/2003 2) Need to confirm the size of the "stub" in the north direction coming out the existing sanitary Not Met man hole along Range Road. Can't connect the proposed 8" sanitary main to a 6" sanitary sewer "wye". May need to core the existing sanitary sewer man hole for sewer connection. 12/26/2003 25) Any/all easement(s) shall be obtained (recorded) prior to a C.O. being issued for the Not Met building(s). Please contact Earl Barrett, Real Estate Services Manager @ (727)562-4794 for information needed to obtain such easement(s). 12/26/2003 18) The City of Clearwater will provide water tap, set the water meter and a B.F.P.D. (back flow Not Met preventor device) if applicable. Applicant is responsible for all associated fees and all other installation fees. 12/26/2003 16) Any new concrete driveway apron(s) constructed within the right-of-way shall be a minimum Not Met 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 w.w.m. [sidewalks shall NOT to be constructed within this apron area(s)]. 12/26/2003 28) Dumpster enclosure to be constructed with a minimum 6" thick concrete pad with 6" x 6" / 10 Not Met x 10 w.w.m. and a minimum 3000 p.s.i. or 6" fibrous concrete. Concrete dumpster pad to extend a minimum of 4 ft in front of enclosure. 12/26/2003 13) The location of the "bank water meters" will be determined in the field. The proposed location Not Met will not work in the best insterest of the City. 12/26/2003 17) A separate right-of-way permit will be required for all work within the right-of-way of any of the Not Met adjacent street(s) that are assigned to the city. See Steve Doherty (727)562-4773 in Room #220 at the MSB (Municipal Services Building). 12/26/2003 24) Per the City of Clearwater Contract Specifications and Standards, Part "B", Technical Not Met Specifications, Article (19), "all round reinforced concrete pipe joints under pavement, driveways and sidewalks within public right-of-way and any outfall system, shall be wrapped with Mirafi 140N filter fabric or equal". Fabric to be a min. of 30" in width and centered on pipe. 12/26/2003 29) New dumpster enclosures: Maximum 6'-0" high and constructed of concrete block. Materials Not Met used should be consistent with those used in the construction of and architectural style of the principal building, see City of Clearwater Contract Specifications and Standards, Part "C", Construction Standards, Index #701. 12/26/2003 10) Need to add handicap ramps at the drive aprons as needed to meet A.D.A. requirements. Not Met 01/13/2004 NEED A D.O. BEFORE ISSUANCE OF A BUILDING PERMIT. Environmental Review Wayne Wells Not Met 562-4504 01/06/2004 How is sanitary service provided for structure at northwest corner of property? If service provided Not Met by septic tank, it must be closed in accordance with Pinellas County requirements. Provide closure documention prior to any vertical construction on the property. Fire Dept Condition Duanne Anderson 562-3039 01/12/2004 Please provide a hydrant on the south side of the building, and on the same side of Range Rd. as Not Met the property before devlopment order. Print Date: 03/08/2004 CaseConditons 2of6 BCP2003-09517 1490 N BELCHER RD • Fire Review Jon Roberts as per Ann Downes-Blackburn 562-4327 xt 3025 10/21/2003 Please provide 28 ft turning radii for emergency apparatus access. Not Met 10/21/2003 Please provide a hydrant on the south side of the building, and on the same side of Range Rd. as Not Met the property. 10/21/2003 What is the classification of hazard of the contents of the warehouse. Not Met 10/21/2003 Please provide exit lights as per NFPA-101. Not Met 10/21/2003 Firewalls to be constructed as per NFPA-221 to extend through the roof. Not Met 10/21/2003 Please cloud all revisions. Not Met 10/21/2003 All fire sprinklers must be installed as per NFPA-13, by a licensed fire sprinkler contractor with a Not Met separate permit and plans. 10/21/2003 Please include adherence to the Florida Fire Prevention Code in the summary of codes. Not Met 10/21/2003 Please provide emergency lights Not Met Landscape 10% Interior Condii Arden Dittmer 562-4604 09/24/2003 Code requires a minimum of 10% interior green space of gross vehicular use area or 12% of Not Met gross vehicular use area if parking spaces area greater than 110% of the required parking. Interior islands shall be designed so that in most cases no more than 10 parking spaces are provided in a row. Interior islands shall be a minimum of 150 sq. ft., and be 8' of green space from back of curb to back of curb. Landscape Island Plant Condit Arden Dittmer 562-4604 09/24/2003 1 Tree/island minimum; 1 Tree/150 sq. ft. of required green space; Shrubs: 50% of required green Not Met space; and Groundcover shall be utilized for required green space in lieu of turf. All that is shown on this plan is Palm trees in the islands around the palm trees, suggest Evergreen Giant Leriope and Indian Hawthorn for the interior islands. Tree Spacing Condition Arden Dittmer 562-4604 09/24/2003 Trees are shown too close together, larger trees should be spaced at a minimum of 30' to 35' on Not Met center to allow for them to mature without competing for space. Landscape Condition Arden Dittmer 562-4604 09/24/2003 The "Tree Legend" indicates trees to be "min. 6' in height and 1 1/2" cal. at planting", where Code Not Met requires trees to be 10' in height and 2 1/2" cal. at planting, ornamental trees can be 8' in height and 2" cal., and palms must be 10' clr. and straight trunk at planting. Make changes in Legend and submit revised page for review. 09/24/2003 Sight triangles are not shown on plan, and several plants are within the required sight triangle Not Met areas. Show triangles on plan and adjust plants to meet Code. Plants in the sight triangles must be installed in accordance with the requirements in Article 3, Division 9 to minimize traffic hazards. 09/24/2003 Curbing is required everywhere pavement abuts landscaping including sod. Add curbing and note Not Met indicating 6" curb. 09/24/2003 Relocate the stormwater overflow line on the northeast end of the property to allow the Not Met continuation of the trees (and hedge) along the property line. 09/24/2003 Change the East Palatka Holly with Dahoon or Savanah Holly. Not Met CaseConditons Print Date: 03/08/2004 3 of 6 BCP2003-09517 1490 N BELCHER RD Landscape Condition Arden Dittmer 562-4604 09/24/2003 Foundation plantings shall be provided for 100% of a building facade with frontage along a street Not Met right of way, excluding space necessary for building ingress and egress, within a minimum five foot wide landscaped area composed of at least two accent trees (or palm equivalents) or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of required landscaped area. A minimum of 50% of the area shall contain shrubs with the remainder to be ground cover. 09/24/2003 A continuous hedge is required on the perimeter, the hedge shown only covers about 30% of the Not Met required distance. Hibiscus is the City plant and may be used for color in sections of the perimeter hedge. 09/24/2003 "Irrigation notes" do not include 100% coverage. Please adjust notes to meet ALL the Not Met requirements of the Code in Section 3-1202(C). 09/24/2003 There are trees shown in front of the monument sign, this seems to be restricting the visibility of Not Met the sign, suggest relocating these trees. Landscape Re view Arden Dittmer 562-4604 09/24/2003 Suggest arranging the Crepe Myrtle into groupings of three to four trees and spacing them away Not Met from oaks or other trees. 09/24/2003 Suggest changing the Red Cedar with Podocarpus if the intent is to have a tight hedge like Not Met planting 09/24/2003 The trees shown exceed the number required by Code, you should be able to reduce the number Not Met of trees and still plant the required size and number of trees to meet Code per Section 3-1202. 09/24/2003 Please call me at 562-4604 to schedule meeting if interested in doing so. Not Met Stormwater Mgmt Condition Initials Missing Initials Missing 10/21/2003 Please demonstrate attenuation volume provided per City of Clearwater Design Criteria. Volume Not Met = delta C x 3.6 in/hr x 3.1585 ac. x 3600 sec. Volume appears to be available, however needs to be demonstrated and sealed. Please note that 6" of freeboard is required above the elevation that provides the required volume; the top of wall may have to be raised. 10/21/2003 Plan shows underdrain filter, calculations show natural percolation. Not a problem to have both, Not Met however, if underdrain is not intended, please remove from plans to avoid confusion. 10/21/2003 Connection from outfall to Belcher inlet is labeled 18", connection at inlet is labeled 15" 10/21/2003 Submit SWFWMD and Pinellas County Drainage Permit. Traffic Engineering Condition Bennett Elbo 562-4775 10/07/2003 Need to provide 2 loading spaces at no less than 12' (feet) in width and 35' (feet) in length Not Met Not Met Not Met 10/07/2003 Show on the site plan a current City of Clearwater "Handicapped stall and sign details", which can Not Met be attained from the City's website. 10/07/2003 A pair of 20'X 20' sight distance triangles must be shown on both the civil and landscape site Not Met plans. The triangles need to be measured from the property line and must be placed at all ingress and egress points. Objects that are within the sight visibilty triangles must not be more than 30" in height from the ground. 10/07/2003 Provide accessible paths from public sidewalks along Belcher Road and Range Road to the Not Met accessible building entrance they serve. (Florida Accessiblity Code for Building Chapter 11, Section 11-4.3.2) Print Date: 03/08/2004 CaseConditons 4 of 6 BCP2003-09517 1490 N BELCHER RD Traffic Engineering Condition Bennett Elbo ICJ 562-4775 10/07/2003 Traffic Impact Fee (TIF) amount shown on the site plan is calculated based on outdated fee rates Show correct TIF in the amount of $58,178.00 on the site plan. Zoning Review Wayne Wells 562-4504 10/28/2003 10/28/03 - WW Provide the width of the landscape islands at the southwest corner and on the north side of the building. Not Met Not Met 10/28/2003 10/28/03 - WW Not Met Revise General Note #7 on Sheet 3/6 - Property is being annexed and property will be zoned IRT (not M-1); Land use = IL (not IRT). 10/28/2003 10/28/03 - WW Not Met Revise Sheet 5/6 for "Typical Pavement and Parking Section" to show parking stall length at 19 feet (not 20 feet). 10/28/2003 10/28/03 - WW Not Met Remove General Notes from Sheet 4/6, as they are confusing with and duplicative of the General Notes on Sheet 3/6. 10/28/2003 10/26/03 - WW Not Met Revise General Note #16 on Sheet 3/6 - Parking provided = 84 spaces (not 91). 10/28/2003 Revise Sheet 3/6 to provide square footage breakdown for office and warehousing uses for Not Met parking calculations. (Note: for 84 provided spaces, only four HC spaces required). 10/28/2003 10/28/03 - WW Not Met On-site underground electric and communication lines required. Show on plans. 10/28/2003 10/28/03 - WW Not Met Signage (freestanding and attached) to be handled separately. Signage must meet Code provisions. 10/28/2003 10/28/03 - WW Not Met Suggest relocating monument sign to avoid conflicts with landscaping or revise the landscaping to work with the proposed sign to avoid conflicts. 01/13/2004 1/13/04 - WW Not Met Applicant has filed case FLS2003-12060, which needs to be approved first. 10/28/03 - WW No permits can be issued, other than underground utilities, until the property is annexed into the City. Final action by the City Commission is scheduled for November 20, 2003, (ANX2003-08017, 2160 Range Road) and there is a 14 day appeal period beyond this date (ultimate final date is December 5, 2003, for permit issuance). 10/28/2003 10/28/03 - WW Not Met Provide on building plans the proposed colors of the different parts of the building (walls, facia, roof, etc.). Provide paint samples/color chips. 10/28/2003 10/28/03 - WW Not Met Building plans - pedestrian door and overhead door on the north side of Unit A conflicts with parking spaces and landscaping. Revise. 10/28/2003 10/28/03 - WW Not Met Show location of overhead and pedestrian doors on the north side of the building on the site plan. Print Date: 03/08/2004 CaseConditons 5 of 6 BCP2003-09517 1490 N BELCHER RD Zoning Review Wayne Wells 562-4504 10/28/2003 10/28/03 - WW Not Met Show by cross-hatching or shading those areas being counted toward interior landscape requirement, including the square footage of those areas. Since the interior landscape requirement (10 or 12% of the vehicular use area) is a function of the square footage of the paved vehicular use area, it is suggested to break out the square footage of sidewalks separate from the paved vehicular use area. 02/05/2004 2/5/04 - WW - An Open Space impact fee is due prior to issuance of building permits. Please Not Met contact Deb Richter at 727-562-4817. Print Date: 03/08/2004 CaseConditons 6 of 6 "0 W j. :, . CONSULTING ENGINEER CIVIL ENGINEERING • ENVIRONMENTAL • SITE DEVELOPMENT MUNICIPAL • SANITARY • HIGHWAYS • DRAINAGE • INSPECTION LAND SURVEYING ALEX J. PANIK, P.E. President February 13, 2004 Mr. Wayne M. Wells, AICP Senior Planner City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756-5520 Re: WEAVER BUSINESS CENTER 1490 NORTH BELCHER ROAD Case #BCP2003-09517 Flexible Standard Development Application Dear Mr. Wells: REGISTERED: Florida C II - 1 New Jersey Pennsylvania ? FEB 18 2004 Texas Cl1Y OF CLEAR J'dAI U 4 Job Number: 1143-02 Pursuant to your request, enclosed are three (3) copies of the revised plans. Thank you for your cooperation. Enclosures AJP/ cmp cc: J.C. Weaver A:\02-13-04 Or to W Wells- 1143-02 39326 U.S. Highway 19 North • Tarpon Springs, Florida 34689 • (727) 934-5120 • Fax (727) 934-4179 Sincerely, FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 FAX: 3 ?-- l ? q Phone: 9 3 4 - 50-10 FROM: Phone: DATE:_ j- RE: Tt- S Zo c 3 - 120 tv t0 I" ID N1. 13e\1.\ar JZ N . MESSAGE: (? ?'CTT ?a-a - ao?? t s ? r ?•. .? l0 2..? S? "b? NUMBER OF PAGES(INCLUDING THIS PAGE) 3 RANSMISSION VERIFICATION REPORT TIME 02106/2004 09:51 NAME PLAN FAX 7275624576 TEL 7275624567 DATEJIME 02106 09:50 FAX NO./NAME 99344179 DURATION 00:01:42 PAGE(S) 03 RESULT OK MODE STANDARD ECM I• -•-------------7AR ---- I 6" DIA. STEEL BOLLARDS `~` CONC. FILLED (TYP.) 10'-8" ? 6" CONC. 48" ( 12 Max I CLEARANCE MIN 12' I CLEARANCE MIN. I 00 00 I SWING GATE 4' i I (TYP.) Min. i L--- --- - - - - - - - --- --? 0 co P? DROP PIN ; OLE2 (TMP TIE BEAM WITH N.T.S. 2-#5 REBAR CONTINUOUS 12' CLEARANCE M 6' 14" DROP PIN (TYP.) 12' _ ONCE MIN. - 1-#S AT 4' CENTER SWING GATE (TYP.) 6 J `- 8 3000 P.S.I. CONCRETE SLAB -MONOLITHIC, MIN 6" THICKNESS, 6"X6"/ 1OX10 W.W.F. - 8"X16" CONCRETE FOOTING W/ 2- #5 CONTINUOUS REBAR (TYP,) LEV M DRA N N.T.S. CHECH U • NOTES: 1.) WALLS a .) New construction: maximum 6'-0' high and constructed of concrete with those block used inxthel construction al of used architectural consistent style of the principal building. (Section 3-802 Materials) b.) Existing: maximum 6'-0' high replacement materials can be made of the some materials as long as they are made of approved opaque material. 2.) FOOTINGS 8"x16" concrete w/2-. #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w/imbedded 6"x6"/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. 4.) CONCRETE FILLED CELLS With 1-#5 vertical rebar tied to footer steel at each corner and every V O.C. 5.) GATES Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slate inserted in galvanized steel mesh fabric; hinge-mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. sleeve, 6" long, or equal. 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming 'to ASTM A-615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line-up with a vertical core, It shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or equivalent) at 16' o.c.. 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight conforming to ASTM C-90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all masonry in running bond with 3/8" mortar Joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course of all cells to verify grout placement. Clean-outs shall be sealed after masonry inspection-provided in accordance with ACI 531-4.6, and before grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the V. mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the middle bond beam masonry. 0 FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: _ \P- FAX: TN T' 4' 13 Phone: 1 3 4- ' 'J \2-0 FROM:_ W \V,-Phone: 04- RE: !L D 3 - 12.v b v DATE::, 5 ? I/ --- MESSAGE: ,j s NUMBER OF PAGES(INCLUDING THIS PAGE) Z-- Comments still outstanding as of February 5, 2004: Fire Department 1. What is the classification of hazard of the contents of the warehouse. The automatic fire sprinkler protection shall be designed to address the type of hazard that will exist. Please address prior to the development order. 2. Please provide a minimum 28 ft turning radius on both sides of ingress / egress for emergency apparatus access. 3. Where underground water mains and hydrants are required, they shall be installed, completed and, in service prior to construction as per NFPA 241. Clearances of 7 1/2 ft in front of and to the sides of the fire hydrant, with a 4' ft clearance to the rear of the hydrant are required. 4. Fire department connection needs to be located at least 15 feet away from the building and within 40 feet of the fire hydrant. Prior to D.O. 5. A 24-foot roadway shall be constructed of a hard, all-weathered surface to be completed, for fire apparatus access, prior to construction. Please acknowledge the intent to comply prior to a development order. Solid Waste 1. ' Double dumpster enclosure needs to be built to City Specs and shown on detail Sheet 4/6. General Engineering 1. 8" force main west of Manhole #270 not shown. 2. Dumpster detail on Sheet 4 of 6 quotes Index #701, but the detail does not comply with Index #701. 3. I do not see a FDC for the building. 4. No response to method of providing sanitary service to units fronting Belcher Road. I I LL 0 vl?.tll 1'1` star • FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE. CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: AA ? •re. 1 O V'?A? FAX: 9 3 - - 1 *7 k to 1 ' -72-3 1 Phone: Ilk- 7k2-'O 4-4 2-- - 0 03S FROM: Phone: DATE:_ qz,3 104 RE: S 2-OD3 - 120 6 d 14 'D t4- BA6? Za MESSAGE: ll C- 0 ?L.L Q1t-S 2 0 tr4 r 0+ CA-ti- ?s -4 .1 1 NUMBER OF PAGES(INCLUDING THIS PAGE) 3 0 RANSMISSION VERIFICATION REPORT TIME 01/23/2004 14:40 NAME PLAN FAX : 7275624576 TEL 7275624567 DATE DIME 01/23 14:38 FAX N0./NAME 99344179 DURATION 00:01:48 PAGE(S) 03 RESULT OK MODE STANDARD ECM RANSMISSION VERIFICATION REPORT TIME 01/23/2004 14:43 NAME : PLAN FAX 7275624576 TEL : 7275624567 DATE DIME 01/23 14:41 FAX NO./NAME 94617239 DURATION 00:01:48 PAGE{S} 03 RESULT OK MODE STANDARD ECM 2:10 p.m.'-- Case: FLS2003-120690 North Belcher Road • Owner/Applicant: J. eaver/Weaver Enterprises, Inc. Location: 3.16 acres located on the northwest corner of North Belcher Road and Range Road. Atlas Page: 271B Zoning: IRT, Industrial, Research and Technology District. Request: Flexible Standard Development approval for wholesale/distribution/warehouse, office and manufacturing uses in the IRT District with a reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) setback from 20 feet to 15 feet (to pavement), under the provisions of Section 2-1303.C and T. Proposed Use: Wholesale/distribution/warehouse, manufacturing and office uses. Neighborhood Association: None. Presenter: Wayne M. Wells, AICP, Senior Planner. Attendees included: City Staff: Frank Gerlock, Wayne Wells, Scott Rice, Duanne Anderson and Rick Albee. Applicant/Representative: Alex Panik, J. C. Weaver, Steve Toutante The DRC reviewed this application with the following comments: 1. Parks and Recreation: a) An Open Space impact fee is due prior to issuance of building pernlits. Please contact Deb Richter at 727-562-4817. 2. Stormwater: a) No comments. 3. Traffic Engineering: a) Loading space must be 12' wide and 35' in length without obstructing aisles or parking spaces. (Community Development Code Section 3-1406). b) The applicant must file an intent to permit at the Pinellas County for work along County right-of- way prior to construction. c) All of the above to be addressed prior to D.O. d) A Traffic Impact fee to be assessed and paid prior to C.O. by the applicant. 4. General Engineering: a) An existing 8-inch force main per city sanitary sewer atlas is not shown along Range Road. b) The proposed dumpster enclosure must be a minimum of 12-feet clear width and 10-feet clear depth and must be constructed in accordance with Clearwater Index 701. c) Does the building require a FDC? If so, show location and a fire hydrant within 40 - 50-feet of the FDC. d) How are the proposed units fronting Belcher Road being provided with sanitary sewer service? e) The location of the water meter bank will be determined in the field. The current location may not be acceptable to the City. f) All of the above must be addressed prior to DO. g) See additional building permit comments for BCP2003-09517. 5. Planning: a) Revise Sheet 3 to be Sheet 3 of 6, not Sheet 3 of 5. b) Revise Sheet 5/6 for "Typical Pavement and Parking Section" to show parking stall length at 19 feet (not 20 feet). c) Revise Sheet 3/6 to provide square footage breakdown for office and warehousing uses for parking calculations. (Note: for 84 provided spaces, only four HC spaces required). d) On-site underground electric and communication lines required. Show/note on plans. e) Provide on building plans the proposed colors of the different parts of the building (walls, facia, roof, etc.). Provide paint samples/color chips. f) Provide dimension from north property line (railroad track side) to edge of pavement (15 feet required). 6. Solid Waste: a) Dumpster enclosures need to be built to City Specs and shown on detail sheet. 7. Land Resources: a) No comments. 8. Fire: Development Review Committee DRAFT Action Agenda -Thursday, January 29, 2004 - Page 25 a) All fire spr rs must be installed as per NFPA-13, by a lid fire sprinkler contractor with a separate per ut and plans. Please acknowledge prior to buildi permit approval. b) What is the classification of hazard of the contents of the warehouse. The automatic fire sprinkler protection shall be designed to address the type of hazard that will exist. Please address prior to the development order. c) Please provide a minimum 28 ft turning radius on both sides of ingress / egress for emergency apparatus access. d) Firewalls (four hour) need to be constructed as per NFPA-221 to extend through the roof. Please acknowledge intent to comply prior to building permit approval. e) Install a Knox Box key safe for emergency access as per NFPA-1 3-6. Please acknowledge prior to building permit approval. f) Where underground water mains and hydrants are required, they shall be installed, completed and, in service prior to construction, as per NFPA 241. g) Clearances of 71/2' ft in front of and to the sides of the fire hydrant, with a 4' ft clearance to the rear of the hydrant are required. h) Ensure the protection against freezing to exterior exposed fire protection piping as per 1999 Edition of NFPA-13 5-14.3.1.1 & 5-14.3.1.2. Please address prior to approval of building permit. i) Fire department connection needs to be located at least 15 feet away from the building and within 40 feet of the fire hydrant. Prior to D.O. j) Fire extinguishers must be installed as per NFPA-10 prior to building permit approval 9. Environmental: a) How is sanitary service provided for structure at northwest corner of property? If service provided by septic tank, it must be closed in accordance with Pinellas County requirements. Provide closure documentation prior to any vertical construction on the property. 10. Community Response: a) No comments. 11. Landscaping: a) A few minor changes recommended: 1. Change the second and fourth oak along west drive to Magnolia grandiflora or other shade tree, 2. Change the oaks in the planters on south side of property to Dahoon holly, Drake elm, or other less spreading tree, 3. Change Ligustrum hedge to Viburnum suspensum which will stay full to the ground where ligustrum tends to get leggy as it matures, and 4. Move the live oaks out from the curb seven feet to the south to allow them to grow without lifting the curb and parking surface. b) Although impressive, the amount of landscape planter area will be expensive to maintain. Some areas could be serpentined with sod to reduce maintenance time and plant material expense. NOTES: Proposed conditions for Development Order: 1. That all activities associated with the use of the parcel proposed for development be conducted within a completely enclosed building; 2. That outdoor storage of goods, materials and products is not allowed. If desired, the applicant shall apply for Flexible Standard Development approval for such outdoor storage and meet the requirements of the Code; and 3. That any office uses proposed on this parcel be related to the uses permitted in the district, which shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices (provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district). Submit three copies of revised drawings meeting responding to the all of the above comments for review, prior to Planning issuing a Development Order. Development Review Committee DRAFT Action Agenda -Thursday, January 29, 2004 - Page 26 LONG RANGE PLANNING DEVELOPMENT REVIEW Mr. J. C. Weaver Mr. Steve Toutante 2050 Weaver Park Drive Clearwater, FL 33765-2175 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 January 5, 2004 RE: FLS2003-12060, 1490 North Belcher Road Dear Mr. Weaver and Mr. Toutante: The Planning staff has reviewed your application for Flexible Standard Development approval for who and manufacturing uses in the IRT District with a reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) from 20 feet to 15 feet (to pavement), under the provisions of Section 2-1303.C and T, at 1490 Belcher Road. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee will review the application for sufficiency on January 29, 2004, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building, 100 South Myrtle Avenue, in Clearwater. Please call Sherrie Nicodemus at 562-4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or a representative must be present to answer any questions that the committee may have regarding your application. Comments you will receive at the DRC meeting may need to be addressed and submitted to the Planning Department for review prior to the issuance of a Development Order. Alternately, the comments may need to be addressed prior to the issuance of a building permit. If you have any questions, please do not hesitate to call me at 727-562-4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/ og v/depts/planning. *Make us your favorite! Sincerely, Wayne M. Wells, AICP Senior Planner IIMSkIPDSIPlanning DepartmentIC D B0andard FlexlPending Cases13 - Up for the Next DRCIBelcher N 1490 - Weaver Business Center (IRT) I Belcher N 1490 Complete Letter. doc BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYP HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BII,1. JONSON, COMMISSIONER "EQUAL, EMPLOYMENT AND AFFIRMATIVI; ACTION EMPLOYER • CONSULTING ENGINEER CIVIL ENGINEERING • ENVIRONMENTAL • SITE DEVELOPMENT MUNICIPAL • SANITARY • HIGHWAYS • DRAINAGE • INSPECTION LAND SURVEYING ALEX J. PANIK, P.E. President December 4, 2003 Mr. Wayne M. Wells, AICP Senior Planner City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756-5520 Re: WEAVER BUSINESS CENTER 1490 NORTH BELCHER ROAD Case #BCP2003-09517 Flexible Standard Development Application Dear Mr. Wells: REGISTERED: Florida New Jersey Pennsylvania Texas Job Number: 1143-02 a DEC 0A 2003 Pursuant to our meeting of Friday, November 14, 2003, enclosed are the following for .your use: 1. Fourteen copies of the application and site plans. 2. A check in the amount of $475 payable to the City of Clearuxiter. Should you require additional information or clarification, please contact this office. Thank you for your cooperation. Enclosures AJP/ cmp cc: J.C. Weaver A:\ 12-04-03 Ltr to W Wells - 1143-02 tQQ4 39326 U.S. Highway 19 North • Tarpon Springs, Florida 34689 • (727) 934-5120 • Fax (727) 934-4179 0 0 Wells, Wayne From: Dougall-Sides, Leslie Sent: Tuesday, January 06, 2004 12:54 PM To: Wells, Wayne Subject: FW: 1490 North Belcher Road Resending, first message did not go through. [You are listed in Outlook directory twice...] -----Original Message----- From: Dougall-Sides, Leslie Sent: Tuesday, January 06, 2004 12:24 PM To: Wells, Wayne Cc: Kader, Art Subject: FW: 1490 North Belcher Road I concur with Art, if the permit allows foundation pouring then it should be construed as the initial permit which triggers the fee requirements. -----Original Message----- From: Kader, Art Sent: Tuesday, January 06, 2004 12:16 PM To: Richter, Debbie; Wells, Wayne Cc: Dougall-Sides, Leslie Subject: RE: 1490 North Belcher Road I assume the foundation only permit would allow the developer the opportunity to pour the foundation for the building too. That is a construction activity and thus believe the developer needs to meet the Open Space requirements before the issuance of the foundation permit. Otherwise the next request will be for framing permit only. No objection is open space dedication requirements met. -----Original Message----- From: Richter, Debbie Sent: Tuesday, January 06, 2004 11:08 AM To: Wells, Wayne Cc: Dougall-Sides, Leslie; Kader, Art Subject: RE: 1490 North Belcher Road Wayne: There is a 4% Open Space dedication requirement for this project that according to Chapter 54, Article III, Section 54.54(3(c), is due "Prior to the issuance of the initial building permit...". We have allowed demo permits prior to payment since that doesn't necessarily mean a project is pending but I don't recall foundation permits being issued prior to payment. If it is only a "landscape" foundation request, and not the foundation for the structure itself, would seem a judgment call based on what is allowable with a foundation only permit. Leslie/Art-Any input? -----Original Message----- From: Wells, Wayne Sent: Tuesday, January 06, 2004 10:52 AM To: Albee, Rick; Anderson, Duanne; Barker, Brian A.; Berry, Bryan; Clayton, Gina; Dittmer, Arden; Dougall-Sides, Leslie; Elbo, Bennett; Faessler, Heather; Fierce, Lisa; Gerlock, Frank; Glenn, Tom; Gluski, Roberta; Hufford, Diane; Kinney, Jason; Maran, Robert (Bob); Mariano, Marc; Melone, Donald; Morris, William; Nicodemus, Sherrie; Parry, Mark; Reynolds, Mike; Rice, Scott; Richter, Debbie; Schodtler, John; Shoberg, Elliot E.; Yellin, Catherine Cc: Wagner, James; Garriott, Kevin; Hays, Robert Subject: 1490 North Belcher Road I have an odd question/situation for you to get back to me on (Jason Kinney for Stormwater): The owner for the property at the northwest corner of North Belcher Road and Range Road has annexed the site into the City. Site and building plans for an industrial complex known as Weaver Business Center (BCP2003-09517) were submitted to meet Minimum Standard Development criteria. These site and building plans have been reviewed by everyone and your comments are in Permit Plan. 0 0 In order to meet a landscape requirement for a five-foot wide foundation landscape area, the applicant has filed a Flexible Standard Development request (FLS2003-12060) to reduce the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and to reduce the front (south along Range Road) setback from 20 feet to 15 feet (to pavement). This case is scheduled for review by the Development Review Committee on January 29, 2004. The building location has not changed from that shown on BCP2003-09517 to that shown on FLS2003-12060. The applicant has asked to obtain a foundation only permit for this project as soon as possible. You are now doing parallel site plan reviews (already reviewed under BCP2003-09517 and now with FLS2003-12060). The site plan under FLS2003- 12060 may satisfy your comments/conditions from BCP2003-09517. Can you look at FLS2003-12060 and let me know if, from your specific area, a foundation only permit would be possible to be issued as soon as possible (prior to the DRC meeting)? Obviously/potentially, a new site plan would be necessary to be submitted and a separate permit (different from BCP2003-09517) would need to be submitted/issued solely for the foundation only permit. Could you take a look at this today and email me back with your comments/concerns? Thanks. Wayne 0 • Wells, Wayne From: Dittmer, Arden Sent: Tuesday, January 06, 2004 1:49 PM To: Wells, Wayne Subject: RE: 1490 North Belcher Road I'm ok with the foundation only. -----Original Message----- From: Wells, Wayne Sent: Tuesday, January 06, 2004 10:52 AM To: Albee, Rick; Anderson, Duanne; Barker, Brian A.; Berry, Bryan; Clayton, Gina; Dittmer, Arden; Dougall-Sides, Leslie; Elbo, Bennett; Faessler, Heather; Fierce, Lisa; Gerlock, Frank; Glenn, Tom; Gluski, Roberta; Hufford, Diane; Kinney, Jason; Maran, Robert (Bob); Mariano, Marc; Melone, Donald; Morris, William; Nicodemus, Sherrie; Parry, Mark; Reynolds, Mike; Rice, Scott; Richter, Debbie; Schodtler, John; Shoberg, Elliot E.; Yellin, Catherine Cc: Wagner, James; Garriott, Kevin; Hays, Robert Subject: 1490 North Belcher Road I have an odd question/situation for you to get back to me on (Jason Kinney for Stormwater): The owner for the property at the northwest corner of North Belcher Road and Range Road has annexed the site into the City. Site and building plans for an industrial complex known as Weaver Business Center (BCP2003-09517) were submitted to meet Minimum Standard Development criteria. These site and building plans have been reviewed by everyone and your comments are in Permit Plan. In order to meet a landscape requirement for a five-foot wide foundation landscape area, the applicant has filed a Flexible Standard Development request (FLS2003-12060) to reduce the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and to reduce the front (south along Range Road) setback from 20 feet to 15 feet (to pavement). This case is scheduled for review by the Development Review Committee on January 29, 2004. The building location has not changed from that shown on BCP2003-09517 to that shown on FLS2003-12060. The applicant has asked to obtain a foundation only permit for this project as soon as possible. You are now doing parallel site plan reviews (already reviewed under BCP2003-09517 and now with FLS2003-12060). The site plan under FLS2003-12060 may satisfy your comments/conditions from BCP2003-09517. Can you look at FLS2003-12060 and let me know if, from your specific area, a foundation only permit would be possible to be issued as soon as possible (prior to the DRC meeting)? Obviously/potentially, a new site plan would be necessary to be submitted and a separate permit (different from BCP2003-09517) would need to be submitted/issued solely for the foundation only permit. Could you take a look at this today and email me back with your comments/concerns? Thanks. Wayne • • Wells, Wayne From: Kinney, Jason Sent: .Tuesday, January 06, 2004 4:42 PM To: Wells, Wayne Subject: RE: 1490 North Belcher Road Wayne, I have approved DRC. My BPRC comments are to remain until they are responded to and a part of the BPRC folder. I also give approval for a permit for building foundation. Jason -----Original Message----- From: Wells, Wayne Sent: Tuesday, January 06, 2004 10:52 AM To: Albee, Rick; Anderson, Duanne; Barker, Brian A.; Berry, Bryan; Clayton, Gina; Dittmer, Arden; Dougall-Sides, Leslie; Elbo, Bennett; Faessler, Heather; Fierce, Lisa; Gerlock, Frank; Glenn, Tom; Gluski, Roberta; Hufford, Diane; Kinney, Jason; Maran, Robert (Bob); Mariano, Marc; Melone, Donald; Morris, William; Nicodemus, Sherrie; Parry, Mark; Reynolds, Mike; Rice, Scott; Richter, Debbie; Schodtler, John; Shoberg, Elliot E.; Yellin, Catherine Cc: Wagner, James; Garriott, Kevin; Hays, Robert Subject: 1490 North Belcher Road I have an odd question/situation for you to get back to me on (Jason Kinney for Stormwater): The owner for the property at the northwest corner of North Belcher Road and Range Road has annexed the site into the City. Site and building plans for an industrial complex known as Weaver Business Center (BCP2003-09517) were submitted to meet Minimum Standard Development criteria. These site and building plans have been reviewed by everyone and your comments are in Permit Plan. In order to meet a landscape requirement for a five-foot wide foundation landscape area, the applicant has filed a Flexible Standard Development request (FLS2003-12060) to reduce the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and to reduce the front (south along Range Road) setback from 20 feet to 15 feet (to pavement). This case is scheduled for review by the Development Review Committee on January 29, 2004. The building location has not changed from that shown on BCP2003-09517 to that shown on FLS2003-12060. The applicant has asked to obtain a foundation only permit for this project as soon as possible. You are now doing parallel site plan reviews (already reviewed under BCP2003-09517 and now with FLS2003-12060). The site plan under FLS2003-12060 may satisfy your comments/conditions from BCP2003-09517. Can you look at FLS2003-12060 and let me know if, from your specific area, a foundation only permit would be possible to be issued as soon as possible (prior to the DRC meeting)? Obviously/potentially, a new site plan would be necessary to be submitted and a separate permit (different from BCP2003-09517) would need to be submitted/issued solely for the foundation only permit. Could you take a look at this today and email me back with your comments/concerns? Thanks. Wayne 0 0 Wells, Wayne From: Garriott, Kevin Sent: Tuesday, January 06, 2004 2:43 PM To: Wells, Wayne Subject: RE: 1490 North Belcher Road Caution -- don't encourage foundation permits. We usually only do them on the largest of buildings. Our typical response when asked about foundation permits is that they are not available. -----Original Message----- From: Wells, Wayne Sent: Tuesday, January 06, 2004 10:52 AM To: Albee, Rick; Anderson, Duanne; Barker, Brian A.; Berry, Bryan; Clayton, Gina; Dittmer, Arden; Dougall-Sides, Leslie; Elbo, Bennett; Faessler, Heather; Fierce, Lisa; Gerlock, Frank; Glenn, Tom; Gluski, Roberta; Hufford, Diane; Kinney, Jason; Maran, Robert (Bob); Mariano, Marc; Melone, Donald; Morris, William; Nicodemus, Sherrie; Parry, Mark; Reynolds, Mike; Rice, Scott; Richter, Debbie; Schodtler, John; Shoberg, Elliot E.; Yellin, Catherine Cc: Wagner, James; Garriott, Kevin; Hays, Robert Subject: 1490 North Belcher Road I have an odd question/situation for you to get back to me on (Jason Kinney for Stormwater): The owner for the property at the northwest corner of North Belcher Road and Range Road has annexed the site into the City. Site and building plans for an industrial complex known as Weaver Business Center (BCP2003-09517) were submitted to meet Minimum Standard Development criteria. These site and building plans have been reviewed by everyone and your comments are in Permit Plan. In order to meet a landscape requirement for a five-foot wide foundation landscape area, the applicant has filed a Flexible Standard Development request (FLS2003-12060) to reduce the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and to reduce the front (south along Range Road) setback from 20 feet to 15 feet (to pavement). This case is scheduled for review by the Development Review Committee on January 29, 2004. The building location has not changed from that shown on BCP2003-09517 to that shown on FLS2003-12060. The applicant has asked to obtain a foundation only permit for this project as soon as possible. You are now doing parallel site plan reviews (already reviewed under BCP2003-09517 and now with FLS2003-12060). The site plan under FLS2003-12060 may satisfy your comments/conditions from BCP2003-09517. Can you look at FLS2003-12060 and let me know if, from your specific area, a foundation only permit would be possible to be issued as soon as possible (prior to the DRC meeting)? Obviously/potentially, a new site plan would be necessary to be submitted and a separate permit (different from BCP2003-09517) would need to be submitted/issued solely for the foundation only permit. Could you take a look at this today and email me back with your comments/concerns? Thanks. Wayne i FROM :CityOsClean,.,ater-Rlan Dept Y FAX No. :727 562 4865 Condition's Associated With SCP2003-09517 14M N BELCHER RD s Apr. 23 2034 04:28PM P2 The 1oolowing conditions must be utlsaed before Vw permit can be processed. Status broolneeAnp Review Scott Rice W2-47$1 12116/2003 21) Need a copy of an approved health permit for the Installation of the domesiio water Tina prior Not met to issuance of a building permit. Landscape Condition Arden Dittmar 562-4W4 04/10/200 [P4u ,'19/2004 (A D) Not met alms must be indicaied as 40' minimum aWr and straight trunk. Revise plans to Indf and Date bm It for review. 9;24/2003 (A_D) Tf* 'Tree Legend' indicates trees to be "min. W in height and 11/20 cal. at planting", where Code requires tree's to be 10' in height and 21/Y Cal. at planting, ornamental trees can be 8' In height and 2' eel., and palms must be 10' olr, and straight trunk at planting. Make Changee In Legend and submit revised page for review. 9torrawater Mgmt Condition Scott Rice 882.4781 10121/2003 Submit SWTWMD and Pinellas County Drainage Permit. Not Met l om i A7 ?qa + J? 0 - 2-??0 -7 4- & Q!?`u x i'rint Deter 04!23/2004 CfteConditons 1 of 1 Jeb Bush Governor June 16, 2004 J. C. Weaver Weaver Enterprises, Inc. 2050 Weaver Park Drive Clearwater, FL 33765 FLORIDA DF-PARTNMW OF HEALT John O. Agwunobi, M.D.,M.B.A Secretary PINELLAS COUNTY HEALTH DEPARTMENT RE: Weaver Business Center P.A. Permit No. 0125966-184-DSGP "NOTIFICATION FOR USE OF THE GENERAL PERMIT" Dear Mr. Weaver: This letter shall serve to advise you that the Department has received your "Notification for Use of the General Permit for Construction of Water Main Extension to a Public Drinking Water System" as provided pursuant to Florida Administrative Code (FAC) 62-555.540 relating to your Weaver Business Center project. Our review of your submittal finds same in substantial compliance with said F.A.C. criteria and therefore the Department does not object to your use of such general permit. Please be advised you are required to abide by all applicable conditions of F.A.C. 62-555.400 through 62-555-540 with emphasis upon F.A.C. 62-555-410 "General Conditions for All General Drinking Water Permits" and Rule 62-555.540 Florida Administrative Code. Thank you for your cooperation. Sincerely, L, Z? G Flanery, P. . Professional Engineering Administrator cc: D. Scott Rice, P.E., Engineering Manager, City of Clearwater Lou Badami, Water Superintendent, City of Clearwater Alex J. Panik, P.E., P.A., Consulting Engineer Tel: (727) 538-7277 Environmental Engineering Fax: (727) 538-7293 4178 East Bay Drive, Suite 300, Clearwater, FL 33764 FLORIDA DEPARTMENT OF HE ALT Jeb Bush John O. Agwunobi, M.D.,M.B.A Governor Secretary PINELLAS COUNTY HEALTH DEPARTMENT J. C. Weaver Weaver Enterprises, Inc. 2050 Weaver Park Drive Clearwater, FL 33765 Dear Mr. Weaver: Effective June 16, 2004 the project documents pertaining to your "Notice of Intent to Use the General Permit for Construction of Water Main Extension for PWSs" to serve Weaver Business Center project is hereby granted under P.A. Permit Number 0125966-184-DSGP in full compliance with Florida Administrative Code 62-555.400 through 62-555.540, including any attached provisos, with emphasis upon GENERAL CONDITIONS FOR ALL GENERAL DRINKING WATER PERMITS. Special attention is called to Provisos 2. requiring a State licensed professional engineer be retained during construction and for providing necessary certifications once construction is satisfactorily completed. The engineer of record shall submit a certificate of completion and a set of as-built drawings of the project to the Pinellas County Health Department's East Bay Drive Complex, Environmental Engineering Office. The water system improvements will not be approved nor placed into service until this information has been received, reviewed and accepted by the Department. This approval pertains only to the water utilities outlined in the application and specifically identified on the permitted plans serving this development and is not to be construed as approval of any other utility or otherwise aspects of development. By copy of this letter to the owner/applicant, we are advising that General Permit approval is given to the functional aspects of this project on the basis of representation to and data furnished the Pinellas County Health Department. There may be other county, municipal, local or state regulations or restrictions to be complied with by the owner/applicant prior to construction of the facilities represented by the plans referred to above; and we, therefore, recommend that appropriate local or otherwise agencies be consulted before starting construction. Thank you for your cooperation. Sincerel Michael Flanery, P.E. Professional Engineering Ad inistrator VIJ cc: D. Scott Rice, P.E., Engineering Manager, City of Clearwater Lou Badami, Water Superintendent, City of Clearwater Alex J. Panik, P.E., P.A., Consulting Engineer Tel: (727) 538-7277 Environmental Engineering Fax: (727) 538-7293 4178 East Bay Drive, Suite 300, Clearwater, FL 33764 0 0 A P.A. Permit No. 0125966-184-DSGP PROVISOS The plans for the proposed improvements cited in the application are hereby approved under authority of Chapter 403, the Florida Safe Drinking Water Act, Sections 403.850-864, Florida Statutes, with the following provisos: 1. Construction of this project must be commenced within one (1) year from the date of this approval, otherwise plans and specifications must be resubmitted for approval by the Pinellas County Health Department. 2. The engineer of record or other qualified professional engineer shall be retained to observe project construction, assure conformance with approved engineering plans and specifications, and to provide the subsequent certification as to completion and conformance of project construction. The " Certification of Construction Completion and Request to Place Permitted PWS Component into Service" FDEP Form No. 62-555.900(9), signed and sealed by the engineer, along with full execution by the applicant and/or public drinking water system as applicable shall be rendered to the Clearwater Health Department along with signed and sealed as-built drawings, as appropriate. 3. This approval is given with the understanding that upon completion of the installation of such works, its operation shall be placed under the care of a competent person, whose qualifications are approved by the Department of Environmental Protection and such operation shall be carried out according to best accepted practice and in accordance with the requirements of the rules and regulations of the Department. 4. Water supply facilities including mains shall be installed, cleaned, disinfected, and bacteriologically cleared for service, in accordance with the latest applicable AWWA standards and Department rules and regulations. 5. Where the minimum horizontal separations required under FAC 62-555.314 (1) or the minimum vertical separations required under FAC 62-555.314 (2), cannot be met, specific approval by the Pinellas County Health Department is required. The applicant shall provide technical and/or economic justifications for lesser separations and for alternative construction materials and methods that provide a similar level of public health protection as required under FAC 62-555.314 (5). 6. FAC 62-555.410 General Conditions for all General Drinking Water Permits as attached, must be adhered to in their entirety as a condition of "Notification for Use of the General Permit for Construction of an Extension to a Public Drinking Water Distribution System" approval. 7. Sample taps shall be 3/4" corporation stops with riser & hose bib. After testing is complete, riser & hose bib to be removed, corporation stop to remain in place. Page 1 of 2 0 0 P.A. Permit No. 0125966-184-DSGP 8. Install temporary blow-offs (TBO), gate valves (GV) and/or sample taps (ST) where required on approved plans. 9. Install pipe and appurtenances meeting minimum AWWA standard specifications. 10. Any and all service lines to sanitary sewer lift stations shall have service connection protected via an in line approved reduced pressure backflow prevention device. Actual hose bib outlets shall be equipped with an approved vacuum-breaker device attached directly to the outlet. 11. Use of treated waste water systems (Reclaimed Water Systems) in conjunction with potable water supply systems requires special attention in full compliance with F.A.C. 62-610 regulations. Particular attention to minimum vertical separation of 18-inches between potable water piping; horizontal separations of 3-feet out to out and/or 5-feet center to center between potable water and reclaimed water; methods of piping differentiation i.e. color coding, labeling, etc. Specific approval by the Clearwater Health Department is required for deviations from required separations stated above and for alternative construction materials and methods. 12. Irrigation systems utilizing above grade outlets with nonpotable water supply sources shall have complete system in full compliance with the SBCCI, Standard Plumbing Code, Chapter VI criteria including but not limited to painting riser piping yellow, labeling or tagging piping as nonpotable water and removal of operator handles on all hose bibs. 13. NOTE to Clearwater Water System: This project has onsite water mains which must be bacteriologically cleared. Please install meters when possible. 14. This general permit is subject to the general conditions of Rule 62-555.410, F.A.C., and the following specific conditions: (a) The permittee or his engineer of record shall file with the Department upon completion of the work, a copy of the record drawings for the system. (b) Before the system may be placed into service, a certification of construction completion by either the engineer of record or the system's professional engineer who was responsible for overseeing construction and a copy of satisfactory bacteriological results described in Rule 62-555.345, F.A.C., must be submitted to the appropriate office of the Department or Approved County Health Department and a letter of clearance be issued. 15. This general permit applies in total to only those specific aspects of the onsite and/or offsite public drinking water system piping as depicted upon the approved and permitted plans of record. This approval and permit in no way is construed to incorporate, include and/or otherwise reflect any water system improvements associated with the actual building plumbing system proper. Those interior building potable water system piping networks are totally under the local building department plumbing permits and in no way construed to be a part of Department issued plans and approvals/permits. 16. Any and all utilization of hose bib outlets for purveying nonpotable water supplies, shall be in strict compliance with the SBCCI, Standard Plumbing Code, Chapter VI criteria. Specific attention shall be directed to color coding of any and all above grade piping and the labeling of outlets as nonpotable water supplies, pursuant to full said Chapter VI criteria. Page 2 of 2 SOUTHWEST FLORIDA t WATER MANAGEMENT DISTRICT NOTICE OF THIS NOTICE SHOULD BE CONSPICUOUSLY DISPLAYED AT THE SITE OF THE WORK 41.00-075 (10/92) • • SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE GENERAL CONSTRUCTION PERMIT NO. 44018162.001 Expiration Date: June 24, 2009 PERMIT ISSUE DATE: June 24, 2004 This permit is issued under the provisions of Chapter 373, Florida Statutes (F.S.), and the Rules contained in Chapters 40D-4 and 40, Florida Administrative Code (F.A.C.). The permit authorizes the Permittee to proceed with the construction of a surface water management system in accordance with the information outlined herein and shown by the application, approved drawings, plans, specifications, and other documents, attached hereto and kept on file at the Southwest Florida Water Management District (District). Unless otherwise stated by permit specific, permit issuance constitutes certification of compliance with state water quality standards under Section 401 of the Clean Water Act, 33 U.S.C. 1341. All construction, operation and maintenance of the surface water management system authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the conditions of this permit. PROJECT NAME: Weaver Business Center GRANTED TO: Weaver Enterprises, Inc. 2050 Weaver Park Drive Clearwater, FL 33765 ABSTRACT: This permit application is for the construction of a warehouse/office building complex, parking and the related stormwater management facilities. Runoff from the project area will be conveyed to a stormwater pond proposed for construction where water quality treatment and water quantity attenuation will be provided. Water quality treatment will be provided through effluent filtration. Supporting calculations demonstrate that the post-developed peak rate of discharge is less than the pre-developed peak rate of discharge for a 25-year, 24-hour storm event. OP. & MAINT. ENTITY: COUNTY: SEC/TWP/RGE: TOTAL ACRES OWNED OR UNDER CONTROL: PROJECT SIZE: LAND USE: DATE APPLICATION FILED: AMENDED DATE: Weaver Enterprises, Inc. Pinellas 12/29S/1 5E 3.16 3.16 Acres Commercial March 23, 2004 N/A Permit No.: 44018162.001 June 24, 2004 Page 2 Water Quantity/Quality • POND NO. AREA ACRES @ TOP OF BANK TREATMENT TYPE 1 0.25 Effluent Filtration TOTAL 0.25 A mixing zone is not required. A variance is not required. 100-Year Floodplain Encroachment (Acre-Feet of fill) Compensation (Acre-Feet of excavation) Compensation Type Encroachment Result (feet) 0.00 0.00 N/A N/A III. Environmental Considerations No wetlands or other surface waters exist within the project area. Watershed Name: Upper Coastal Drainage A regulatory conservation easement is not required. A proprietary conservation easement is not required. SPECIFIC CONDITIONS 1. If the ownership of the project area covered by the subject permit is divided, with someone other than the Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Section 40D-1.6105, F.A.C. In such situations, each land owner shall obtain a permit (which may be a modification of this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or units in residential subdivisions or condominiums. 2. Unless specified otherwise herein, two copies of all information and reports required by this permit shall be submitted to: Tampa Regulation Department . Southwest Florida Water Management District 7601 U.S. Highway 301 North Tampa, FL 33637-6759 The permit number, title of report or information and event (for recurring report or information submittal) shall be identified on all information and reports submitted. 3. The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct on-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone number of the professional engineer so employed. This information shall be submitted prior to construction. Permit No.: 44018162.001 June 24, 2004 Page 3 4. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the Tampa Service Office a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1, F.A.C., and signed, dated and sealed as-built drawings. The as-built drawings shall identify any deviations from the approved construction drawings. 5. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the pollutant removal efficiency of the surface water management system. The Permittee may be required to cooperate in this regard by allowing on-site access by District representatives, by allowing the installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site. 6. The operation and maintenance entity shall submit inspection reports in the form required by the District, in accordance with the following schedule. For systems utilizing effluent filtration or exfiltration or systems utilizing effluent filtration or exfiltration and retention or wet detention, the inspections shall be performed 18 months after operation is authorized and every 18 months thereafter. 7. Prior to installation of the filter media, the Permittee's contractor shall submit a certified test of the media to the Permittee's Professional Engineer and the District. The test shall address the following parameters: uniformity coefficient, effective grain size, sieve analysis, percent silts, clays and organic matter, and permeability testing (constant head). If testing indicates the actual permeability rate is less than the value specified in the permitted design, a permit modification will be required to lengthen the effluent filtration system. The Permittee shall also notify the Surface Water Regulation Manager, Tampa Regulation Department, at least 48 hours prior to commencement of construction of the effluent filtration system, so that District staff may observe this construction activity. 8. Refer to GENERAL CONDITIONS No. 15 herein. GENERAL CONDITIONS 1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference and the Permittee shall comply with them. Authorized Signature ???FSTFLla South st Florida ? ? i t Di t M r s c anagement Water Y o C An Equal Bartow Service Office Lecanto Service Office opportunity 170 Century Boulevard 3600 West Sovereign Path Employer Bartow, Florida 33830-7700 Suite 226 (863) 534-1448 or Lecanto, Florida 34461-8070 1-800-492-7862 (FL only) (352) 527-8131 SUNCOM 572-6200 SUNCOM 667-3271 Watson L. Haynes II Chair, Pinellas Heidi B. McCree Vice Chair, Hillsborough Judith C. Whitehead Secretary, Hernando Talmadge G. "Jerry" Rice Treasurer, Pasco Edward W. Chance Manatee Thomas G. Dabney Sarasota Maggie N. Dominguez Hillsborough Ronnie E. Duncan Pinellas Ronald C. Johnson Polk Janet D. Kovach Hillsborough Patsy C. Symons Desoto David L Moore Executive Director Gene A. Heath Assistant Executive Director William S. Bilenky General Counsel June 24, 2004 J.C. Weaver Weaver Enterprises, Inc. 2050 Weaver Park Drive Clearwater, FL 33765 2379 Broadot, Brooksville, Florida 34604-6899 (352) 796-7211 or 1-800-423-1476 (FL only) SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only) On the Internet at: WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240-9711 (941) 377-3722 or 1-800-320-3503 (FL only) SUNCOM 531-6900 Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637-6759 (813) 985-7481 or 1-800-836-0797 (FL only) SUNCOM 578-2070 Subject: Final Agency Action Transmittal Letter ERP General Construction Permit No.: 44018162.001 Project Name: Weaver Business Center County: Pinellas Sec/Twp/Rge: 12/29S/1 5E Dear Mr. Weaver: This letter constitutes notice of Final Agency Action for approval of the permit referenced above. Final approval is contingent upon no objection to the District's action being received by the District within the time frames described below. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statute (F.S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter28-106, F.A.C. Copies of Sections 28-106.201 and 28-106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D-1.1010, F.A.C., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. The enclosed approved construction plans are part of the permit, and construction must be in accordance with these plans. Permit No.: 44018162.001 June 24, 2004 Page 2 • If you have questions concerning the permit, please contact Abdul Waris, P.E., at the Tampa Service Office, extension 2053. For assistance with environmental concerns, please contact Rick A. Perry, P.W.S., extension 2056. Sincerely, awo?*P? Alba E. Mas, P.E., Director Tampa Regulation Department AEM:AW:RAP:elb Enclosures: Approved Permit w/Conditions Attached Approved Construction Drawings Statement of Completion Notice of Authorization to Commence Construction Noticing Packet (42.00-039) Sections 28-106.201 and 28-106.301, F.A.C. cc/enc: File of Record 44018162.001 Alex J. Panik, P.E., P.A. e - 5 DRC Meeting Date: January 29, 2004 Case Number: FLS2003-12060 Applicant: Mr. J. C. Weaver, Weaver Enterprises, Inc. Address: 1490 North Belcher Road CITY OF CLEARWATER PLANNING DEPARTMENT DRAFT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Standard Development approval for wholesale/distribution/warehouse, office and manufacturing uses in the IRT District with a reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) setback from 20 feet to 15 feet (to pavement), under the provisions of Sections 2-1303.C, D and T. EXISTING ZONING/ Industrial, Research and Technology District (IRT); Industrial Limited (IL) LAND USE: PROPERTY USE: Current Use: Vacant Proposed Use: Wholesale/distribution/ warehouse, office and manufacturing uses ADJACENT ZONING/LAND USES: North: IRT District; Industrial, retail and office uses West: IRT District; Industrial uses East: LDR, Low Density Residential and I, Institutional District; Detached dwellings and The Long Center South: IRT District; Progress Energy storage yard and buildings CHARACTER OF THE IMMEDIATE VICINITY: The area west of North Belcher Road is developed industrially, while the area to the southeast across North Belcher Road is developed with detached dwellings. The Long Center is north of the railroad tracks to the northeast across North Belcher Road. ANALYSIS: This 3.16 acres parcel is located on the northwest corner of North Belcher Road and Range Road. The parcel is currently vacant. The area west of North Belcher Road is generally developed industrially, whereas the east side of North Belcher Road is developed residentially, with the exception of The Long Center north of the railroad tracks. The applicant is proposing a 37,000 square-foot, industrial-type building for wholesale/distribution/ warehouse, office and manufacturing uses. The sole reason for the proposal to reduce the front setbacks along North Belcher Road and Range Road below the minimum 20-foot setback is to provide the required five-foot wide foundation landscape area. The request otherwise meets the Code provisions and is compatible with development on the west side of North Belcher Road. By Code provisions, all activities associated with the use of the parcel proposed for development must be conducted within a completely enclosed building. Additionally, outdoor storage of goods, materials and products is not allowed, unless the applicant applies for and is approved for a Flexible Standard Development request and the outdoor storage meets the requirements of the Code. Any office uses proposed on this parcel must be related to the uses permitted in the district, which shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices (provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as Staff Report - Development Review Committee - January 29, 2004 - Case FLSD2003-12060 - Page 1 • uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district). All applicable Code requirements and criteria including but not limited to General Applicability criteria (Section 3- 913.A) and Detached Dwelling, Residential Infill criteria (Section 2-203.C) have been met. CODE ENFORCEMENT ANALYSIS: There are no outstanding enforcement issues associated with this site. STANDARDS AND CRITERIA FOR IRT DISTRICT (Sections 2-1301 and 2-1302): STANDARD REQUIRED/ EXISTING PROPOSED CONSISTENT INCONSISTENT PERMITTED MAXIMUM 0.65 maximum Vacant 0.269 X FLOOR AREA RATIO FAR IMPERVIOUS 0.85 Vacant 0.67 X SURFACE RATIO ISR) LOT AREA 20,000 square feet 3.16 acres 3.16 acres X (minimum) LOT WIDTH 200 feet East: 227 feet East: 227 feet X (minimum) South: 539 feet South: 539 feet FRONT 20 feet Vacant East: 18 feet X* SETBACK South: 15 feet REAR 15 feet Vacant N/A** X SETBACK SIDE SETBACK 15 feet Vacant West: 25 feet X North: 15 feet HEIGHT 50 feet Vacant 21 feet X (maximum) PARKING Manufacturing Vacant 83 spaces X SPACES and warehousing: 1.5/1,000 sf; Offices: 3/1,000 sf 78 spaces req.) *See analysis for discussion. **Comer lots have two front setbacks and the other setbacks are side setbacks. Staff Report - Development Review Committee - January 29, 2004 - Case FLSD2003-12060 - Page 2 FLEXIBILITY CRITERIA FOR MANUFACTURING, WHOLESALE/DISTRIBUTION/WAREHOUSE AND OFFICE USES (Sections 2-1303.C, D and T): • Consistent Inconsistent 1. Manufacturing and X Wholesale/distribution/warehouse uses: The parcel proposed for development is not contiguous to a parcel of land which is designated as residential in the Zoning Atlas; 2. Manufacturing and X Wholesale/distribution/warehouse uses: All activities associated with the use of the parcel proposed for development shall be conducted within completely enclosed buildin s; 3. Manufacturing and X Wholesale/distribution/warehouse uses: All outdoor storage of goods, materials and products shall be in compliance with the provisions of Section 2-1303(F) below. 4. Offices uses: X The proposed use of the parcel shall be related to the uses permitted in the district and shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zonin district. Staff Report - Development Review Committee - January 29, 2004 - Case FLSD2003-12060 - Page 3 GENERAL STANDARDS (Section 3-913): Consistent Inconsistent 1. Development of the land will be in X harmony with the scale, bulk, coverage, density and character of adjacent properties. 2. Development will not hinder or X discourage development and use of adjacent land and buildings or significantly impair the value thereof. 3. Development will not adversely affect the X health or safety of persons residing or working in the neighborhood. 4. Development is designed to minimize X traffic congestion. 5. Development is consistent with the X community character of the immediate vicinity. 6. Design of the proposed development X minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on January 29, 2004. The Planning Department recommends APPROVAL of the Flexible Standard Development application for wholesale/distribution/warehouse, office and manufacturing uses in the IRT District with a reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) setback from 20 feet to 15 feet (to pavement), under the provisions of Sections 2-1303.C, D and T, for property located at 1490 North Belcher Road, with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria for wholesale/distribution/warehouse, office and manufacturing uses), under the provisions of Sections 2-1303.C, D and T. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That all activities associated with the use of the parcel proposed for development be conducted within a completely enclosed building; 2. That outdoor storage of goods, materials and products is not allowed. If desired, the applicant shall apply for Flexible Standard Development approval for such outdoor storage and meet the requirements of the Code; 3. That any office uses proposed on this parcel be related to the uses permitted in the district, which shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices (provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district); Staff Report - Development Review Committee - January 29, 2004 - Case FLSD2003-12060 - Page 4 0 0 4. That an Open Space impact fee must be paid prior to the issuance of building permits (contact Deb Richter at 727- 562-4817); 5. That all Fire Department requirements be met prior to the issuance of any permits. Prepared by: Planning Department Staff: M. _ xl?4t?L Wayne 11 Wells, AICP, Senior Planner IIMS56PDSIPlanning DepartmentlC D BOandard FlexTending Casesl2 - Reviewed and PendinglBelcher N 1490 Weaver Business Center (IRT) Welcher N 1490 Staff Report.doc Staff Report - Development Review Committee - January 29, 2004 - Case FLSD2003-12060 - Page 5 Wells, Wayne From: Gray, Joel Sent: Tuesday, April 13, 2004 2:43 PM To: Wells, Wayne Cc: Garriott, Kevin; Colbert, Joseph Subject: FLS2003-12060, WEAVER BUSINESS CENTER, 1490 N BELCHER ROAD Wayne, Please see attached reference clarification of Weaver Business Center. EIGN? ffLi-il 1490 N BELCHER RD REV. FLS2003... Joel Joel WT Gray Assistant Fire Chief / Fire Marshal Clearwater Fire & Rescue 610 FRANKLIN STREET Clearwater, FL 33756 Tele: 727.562.4327 Ext. 3078 Fax: 727.562.4461 w • • CLEARWATER FIRE & RESCUE Fire Prevention Division Office of the Fire Marshal Phone 727.562.4327 Fax 727.562.4461 TO: Wayne Wells FROM: Assistant Fire Chief Joel WT Gray, Fire Marshal DATE: Tuesday, April 13, 2004 REF: FLS2003-12060, WEAVER BUSINESS CENTER, 1490 N BELCHER RD On Thursday, April 08, 2004, Joe Colbert, Fire Plans Examiner brought this project to my attention requesting on behalf of Kevin Garriott, Building Official my review and comment with regard to the comments and conditions understood to be made by Duanne Anderson, Life Safety Hazard Inspector. I have reviewed the documentation submitted via fax on 04/08/2004 TO: Wayne Wells of the City of Clearwater FROM: Rob Parker RE: Weaver FIRE SPR. HAZARD. The conditions and comments made in the MEMORANDUM reportedly by Duanne Anderson are really of no significance or consequence since to issue a BUILDING PERMIT and eventually a Certificate of Occupancy "C/O" for a building shell according to those conditions would be inconsistent with Florida Statute 633.0215 The Florida Fire Prevention Code, "NFPA 241 - Safeguarding Construction, Alteration and Demolition Operations" most specifically: Chapter 8.7 Fire Protection During Construction 8.7.1 General. The provisions of Chapter 7 shall apply in addition to the specific requirements of this section. 8.7.2 Water Supply. 8.7.2.1* A water supply for fire protection either temporary or permanent shall be made available as soon as combustible material accumulates. 8.7.2.2 There shall be no delav in the installation of fire protection equipment. (See A. 8.2.5. 8.7.2.3 Where underground water mains and hydrants are to be provided, they shall be installed, completed, and in service prior to construction work. The aforementioned excerpt of the code in conjunction with NFPA 241 in its entirety simply requires the installation of required fire protection equipment as the building is being constructed. Furthermore NFPA 241 requires that equipment be operative as soon as possible, therefore, negating the possibility of constructing a building shell without the permitting and installation of the complete fire protection systems. n? If 0 0 Projects like this one are commonly built as what are known as " white boxes " inclusive of the fire sprinkler and alarm systems ready for final tenant build outs at some later date. As a routine part of tenant buildouts some modification of the sprinkler system head drops and fire alarm system components to provide the appropriate coverages based on the final use design are always necessary. For example most recently the buildings of the Clearwater Mall development project were constructed in this manner, and so shall all projects within the jurisdiction of Clearwater Fire & Rescue. I apologize for any delays or confusion that resulted from Duanne Anderson's comments or conditions. However as the Fire Marshal for Clearwater I am charged with the responsibility of enforcing the State Statute 633.0215, which, also does not provide for our deviating from the code as enacted by the State of Florida. The best guidance I can provide at this point is for the design team to stay in close contact with Joe Colbert, Fire Plans Examiner and follow his guidance. My enforcement of the code is very simple what is in print is what is required, and there are no variations from the code which are not allowed for within the code itself. If I can be of any assistance please feel free to contact me. Sincerely, Joel Gray Joel WT Gray Asst. Fire Chief / Fire Marshal Clearwater Fire & Rescue 610 FRANKLIN STREET Clearwater, FL 33756 Telephone: 727.562.4327 Fax: 727.562.4611 Community Response Team Planning Dept. Cases - DRC Case No. P24 Meeting Date: Location: c/tee 9' E Q!) ? Current Use: ? Active Code Enforcement Case (no) yes: ? Address number (yes) (no) (vacant land) ? Landscaping (yes) (no) ? Overgrown (yes) (no) ? Debris (yes) (no) ? Inoperative vehicle(s) (yes) (no) ? Building(s) (good) (fair) (poor) (vacant land) ? Fencing (none) (good) (dilapidated) (broken and/or missing pieces) ? Paint (good) (fair) (poor) (garish) ? Grass Parking (yes) (no) ? Residential Parking Violations (yes) (no) ? Signage (none) (ok) (not ok) (billboard) ? Parking (n/a) (striped) (handicapped) (needs repaving) ? Dumpster (enclosed) (not enclosed) o Outdoor storage (yes) (no) iments/Status Report (attach any pertinent documents): 0 Pit S ----------t JAN 2 9 2004 U? FLAtWNG Dt": tL QPrv",-N?i-? ti(;Z) CITY Or CLEARUv4'11 ER Date: t 1 V Reviewed by: Telephone: 4 7g r Revised 3-2 1; 02-04-03 • • N Belcher Rd/Range r089 £ A 19 Q ? 1'. .ro96 " R R R R& 8 o Ij rasa 13/14 13/141 TRACT f 1066 1064 fees Idea to U) ct[ARwni CP N J ? 13/15 / ' loaf 13/ 6: 1 1 1J/ig U Q PALMETTO •r+- - w-- r---..+ _ SiP?LcT-` Z 5o Ry w t 901 y 4 ? 9ROA v gRnR O Zb4A rid o"CITY OF CLEARWATER Of °j? . s mr., ss so & " A S AND VICDM PINEIJ I9 COUNTY FLORIDA T _ 165 t6a J ? , 40 PREPARED BY s PUBLIC WORKS ADMINISTRATION a, ? °? `" & A a 55 dd ?yy 4r At1` ENGINEERING /?11 q 100 S. NWtle Ave., Clearwater. FL 33756 '7 mae 4 vs?f C11 ,Apd Ph.: (727)564-4750, Fac (727)526-4753 1998 m114 http: //"W.oloomote -n.com/Clty_Departments/puNie_wofkg/engineer/ led' DISclal. : I11a0 ? IBY9 IBtb Public information data is furnished by the City of Clearwater 1. ' Public works Administration /Englneednq and must he accepted :'. L 1814 ; and used by the r- Diem with the underalending that the data - ecefvetl w collected far the purpose of cl-4.pinq o graphic I? ln"e'l cture inventory. A. iv h, the City of Clearwater PWA/E lw? moked no warranliea, eapreeeed or implied, emeerninq the accurac com let ene9s rellobllit or sultobllit of thle dato for 3 p , y. y, y any other Partiouler use. Furthermore, the City of Cleorwold, C do PWA/E mmes 11 Mobility whotsaeve ossodoted with the use \ Vee or m,s or such dot,, tr NDTi, Doge lo subject iodic changes. _? [y+? w? orm Par informailon tion ,DOU late,est revision, leose call PWA/E o sil ovr Web ai e. p N R N s 1eo? a ersey c ? o toD 200 400 sod roi 3 ... ,. SCALE: 1" . 400' LEGEND: O BLOCK NUMBER N 1239 LOT ADDRESS N D ----? CITY LIMITS LINE ' SHADED AREA - PROPERTY OUTSIDE CLEARWATER CITY LIMITS A AGREEMENT TO ANNEX L ? CITY OWNED PROPERTY MDR ZONING DESIGNATION ZONE LINE AW" beil O .449 09/11/07 ® 100+ 1D/20/QB ® 4003 10/20/00 © +710 w/05119 Qs 411011 07/06/119 ® 4152 a9/07/19 O side n/1s/9a Q 5467 10/21/93 Q9 5999 04/04/96 ® 9m1 o4mliki ® 617109/19/97 Q e612 +Vm/2oo+ REVISED: 11/01/2001 ZONING ATLAS 29 S 15 SECTION A 112 1/4 OF E 2 71 B • • • ? 262A flat .,,, . ? 5309-169s d 12/011 Woo-7sa 9 Q urn a tvw Caw aAT-+'JO3 -_. _- 6e 30.,/to Can 8115-756 66 12/01 ]ego Igsl 3 IRT ? - repo a -gym `'<= ii:,. 1 1646 BI 1573 1 ? , < ', I ti7f4'ai 1 : ? , 73/032 7 3/031 - IYY! 13/07 " ?' Ilea 13/043 g - 13/08 ee 13/082 rue In! 13/081 IR *I { y 116! $ QI ? lltb I WEAVER PARK DRIVE 5 - - ao So Dol 1280A L ? I I s I I 14 I 1 31 - 1 I I I 61 I_ I I I z I_ I A C ROAD un-.tee iJIOj ?ti 73/01 I 14/02 T ' i ,a /05 ? O 13/D9 tl 14/06 i I . y4f'jZ?:cq: ?'., 14 ewe " ' I. 14/10 IRT 14/077 l f at . 73 . Yf ; 77. t yn. . IOU OIB 1 14/07 14/Dtt ; 13/21 lob = iiu ,?9s . d c .< G I I I I ?t I Ss Doe 5p 010 N o • nn S? a CITY OF CLEARWATER S1a1s°" 55 'a . iSS 164 AND Y[CDIITY ?ri PDIELLAS COUNTY P'LORMDA i , \ II 7REET A PREPARED BY '"= `" I e PUBLIC WORKS ADMINISTRATION • SS ? ENGINEERING ,00 S N le Ave., Cleareata. FL 33756 ?7 p/? P'•: (727)362-4750, Fog (727)526-4755 7?f CI1 twee ? ? II ! I lee ?, n11D://'r'DW.tlwrwalet-R.cam/ply-DeParlmanla/DUDIIC_wrka/engineer/ IaOt DlaNaimm. re>t reu Puoile tnlormalton data la furnished by the City of GIear-Or "n Public Works Adminlstrotlon /Engineering, and must be accepted i and used by the recblenl MNh the understand ng that the data received was collected der the purpose of d.-.," o graphic In4oslruclure Inventory. A. such, the city of Clearwater PWA/E ? vA'' %• ;%1 m.k- no -Ties. e.preaaed or Implied, canceming the acCWacy '-plelenesa re0ob11Ny or sultaDOlty of tnb data for t , , , any other particular use. Furlhermare. the City of clec-ier PWA/E oaslBnes no docility whelaaevar -acicd d with the use i f r leoo o r euae o such data Fi4Tli: This Atlas page Is suDlec, to periodic changes. Far information about laleel reNa,ena DleOx call PWA/E or Wll W b it our e . IR teal !0?gae? N 0 10D 200 400 600 SCALE: i" n 400' LEGEND: O BLOCK NUMBER N V 1239 LOT ADDRESS N D ----- CITY LIMITS LINE T^2 SHADED AREA - PROPERTY OUTSIDE CLEARWATER CITY LIMITS - AGREEMENT TO ANNEX CITY OWNED PROPERTY MDR ZONING DESIGNATION ZONE LINE "ES .0 +O 11N 09/(7/83 15m +o/90/00 ® 168110/70/85 Q ITe 0,103/d9 Q 1045 07/08/59 p 1557 09101/89 5450 "I's- 616710/2,91 ® 5999 ./01/95 ® watt ./+6/95 ® 5+77 Gomm 0 Gala e/o+/200+ 11 /01 /e ZONING ATLAS NE 1/4 OF SECTION A 12 -29S-15E 271 • 0 A-le 2626 »Op a r4,. si srwa. 165 ss A F as fe ,sw ee ? reel rest 1690 = 1618 f6r6 18]6 rese real; . 1 nl !1'! 'I!I!!?II"! '!i E d Ii'I ??IIIIIII I 1!11111 i!'1 ll!r s II ,I III . ?: 7 ? 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III ' I I NW 1 /4 OF-SECTION E F272A 6 7 -29S-16 Pinellas County Property App er Information: 01 29 15 16488 000 0 Page 2 of 5 12 / 20 / 15 / 70182 / 100 / 1800 06-Jan-2004 Jim Smith, CFA Pinellas County Property Appraiser 10:57:47 Ownership Information Uacant Property Use and Sales WEAVER ENTERPRISES INC 2050 WEAVER PARK DR CLEARWATER FL 33765-2175 Comparable sales value as Prop Addr: 0 of Jan 1, 2003, based on Census Tract: 267.03 sales from 2001 - 2002: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 0 /0 01 0 0 { 7 1914: Book 003 Pgs 015- 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 2003 Value EXEMPTIONS Just/Market: 340,000 Homestead: 0 Ownership % .000 Historic 0 Use %: .000 Assessed/Cap: 340,000 Tax Exempt %: .000 Other Exempt: '0 Taxable: 340,000 Agricultural: 0 2003 Tax Information Land Information District: CTF Seawall: Frontage: Clearwater Fire View: 03 Millage: 22.9271 Land Size Unit Land Land Land Front x Depth Price Units Meth 03 Taxes: 7,795.21 1) 0 x 0 2.75 140, 698. 0 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2003 taxes will be 5) 0 x 0 .00 .00 7,795.21 6) 0 x 0 . 00 . 00 Without any exemptions, Total Land Value: 386,920 2003 taxes will be 7,795.21 Short Legal PINELLAS GROVES HE 1/4, PART OF LOTS 15 & Description 16 DESC AS FR SE CDR OF HE 114 OF HE 114 RUN W 50FT & L Building Information http://pao.co.pinellas.fl.uslhtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 1/6/2004 Pinellas County Property App*r Information: 01 29 15 16488 000 0b 12 / 29 I 15 I 70182 1 100 1500 Page 3 of 5 06-Jan-2004 Jim Smith, CFA Pinellas County Property Appraiser 10:57:46 Vacant Parcel Property Use: 290 Land Use: 40 Vac ant E x? r a F e a? ur ? s Description Dimensions Price Units Value RCD Year 1) FRGT RAMP 450SF 9.00 450 0 4,050 111 2) ASPHALT 9000SF 1.00 9,000 0 91000 999 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 13,050 Map With Property Address (non-vacant) F*- I F *1 T F *?l I R FIE 1? http://pao.co.pinellas.fl.us/htbin/egi-click?o=1 &a=l &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 1/6/2004 PinQ11as County Property Appoer Information: 01 29 15 16488 000 06 Page 4 of 5 ^v (TI h; Lrt tfp 4j r1r) (Ij 0 R) ca .7- 6 2 >(15 1 1/8 Mile Aerial Photograph (2002) http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 1/6/2004 Pin;llas County Propcrt_y Appwr Information: 01 29 15 16488 000 0b 4x n r.F Pinellas County Property Appraiser Parcel Information 0- I .tit. W M- j ,a Page 5 of 5 http://pao.co.pinellas.fl.usihtbinlcgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 1/6/2004 i • LONG RANGE PLANNING DEVELOPMENT REVIEW CITY OF C LEARWATE R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 January 7, 2004 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1490 NORTH BELCHER ROAD (FLS2003-12060) To Surrounding Property Owners: As a property owner within 200 feet of 1490 North Belcher Road (northwest corner of North Belcher Road and Range Road), the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development has been filed for that property. The request is to permit wholesale/distribution/warehouse and manufacturing uses in the IRT District with a reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) from 20 feet to 15 feet (to pavement), under the provisions of Section 2-1303.C and T. The proposal includes a 37,000 square-foot building. On January 29, 2004, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions or denying the application. The earliest date that the City will make a decision on the application will be January 29, 2004. The City encourages you to participate in the review process of this application.. You may phone me at 727-562-4504 for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting (January 29, 2004). An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. Please do not hesitate to contact me should you have any questions. You may access our Planning Department through the City's website: www.clearwater-fl.com or my direct email address at wayne.wells@Myclearwater.com. Sincerely, Wayne M. Wells, AICP Senior Planner IIMSScIPDSIPlanning DeparOnenhCD BlStandard FlexlPending Cases13 - Up for the Next DRCIBelcher N 1490 Weaver Business Center 1RT (Belcher N 1490 Notification Letter. doc IAN J. AUNGST, MAYOR-COMMISSIONER (YSR HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® Bu.I. JONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE: ACTION EMPLOYER" .? _R C I vV 2D TYOF C L E A R W A T E R PLANNING DEPARTMENT JAN 1Llr 2004 POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 LONG RANGE PLAN ??''1C?1 O DL IE-PARTtii?E-.. NT TELEPHONE (727) 562-4567 FAx (727) 562-4576 MNGQ,,'''V'? A q- DEVELOPMENT REVIEW,vJTY OF C , 17. NRAPIATCR January 7, 2004 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1490 NORTH BELCHER ROAD (FLS2003-12060) To Surrounding Property Owners: As a property owner within 200 feet of 1490 North Belcher Road (northwest corner of North Belcher Road and Range Road), the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development has been filed for that property. The request is to permit wholesale/distribution/warehouse and manufacturing uses in the IRT District with a reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) from 20 feet to 15 feet (to pavement), under the provisions of Section 2-1303.C and T. The proposal includes a 37,000 square-foot building. On January 29, 2004, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions or denying the application. The earliest date that the City will make a decision on the application will be January 29, 2004. The City encourages you to participate in the review process of this application.. You may phone me at 727-562-4504 for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting (January 29, 2004). An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. Please do not hesitate to contact me should you have any quettions. Yoru may access our Planning Department through the City's website: www.clearwater-fl.com or my direct email address at wayne.wel lsQmyclearwater. com. Sincerely, Wayne M. Wells, AICP Senior Planner IIMS5clPDSIPlanning Departmentl CD BlStandard FlexlPending Cases13 - Up for the Next DRCIBelcher N 1490 Weaver Business Center (IRT) (Belcher N 1490 Notification Letter.doc BRIAN J. AUNGST, MAY R-COMMISSION ER HOYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BII.I. JONSON, COMMISSIONER "EQUAL. EMPLOYMENT AND AFI'IRMATIVI'. ACTION EMPLOYER" aaaNaS Oi Nanl. td e9TE-999f7e 1d aoeabH WjVd IUI AIINAW2S STSfh tibaNIW aN=S 01. NJ..'Ci d..a aWIi aaHMaad f7O/OT/TO 96 EOST EOEEL9LEE OEGZNIW _791 x -qNvIQ `-dvgNTN Q AI JIJgq `yIVRNIW 86£LLL VIOVY H 6'1'0 0 ,l t ?c,cch?r ?? 3Jd1SOd ,s*n bd W '? y 4"- -- .r 9SUE vold013 '831VMdd31J '3AV 31MAW *S 001 1NMvdm ONINNVId d31NMV310 J0 L110 a- S HUNT, CLARK CONSTR INC 2165 LOGAN ST CLEARWATER FL 33765 - 1322 BRENNTAG MID-SOUTH INC PO BOX 20 HENDERSON KY 42419 - FLORIDA POWER CORP C/O TAX DEPT CX1G • A B S ENTERPRISES 1500 BELCHER RD CLEARWATER FL 33767 - CLEARWATER OF P O BOX C WATER FL 33758 - 4748 BAY AREA SPECIALTIES INC 2125 RANGE RD CLEARWATER FL 33765 - PO BOX 14042 ST PETERSBURG FL 33733 - 4042 PIPER, WALTER J 2115 RANGE RD CLEARWATER FL 33765 - 2126 GTE FLORIDA INCORPORATED C/0 PROPERTY TAX SECTION PO BOX 152206 IRVING TX 75015 - 2206 AMERICAN BD QUALITY ASSURANCE & UTILIZATION REVIEW PHYSICANS 2120 RANGE RD CLEARWATER FL 33765 - 2125 WEAVER ENTERPRISES INC 2050 WEAVER PARK DR CLEARWATER FL 33765 - 2130 SARANDAPOROU PARTNERS INC 609 INDIAN ROCKS RD CLEARWATER FL 33756 - 2056 CHARETTE, RALPH J 2219 TAMPA RD PALM HARBOR FL 34683 - 5847 CROWN CASTLE GT CO PMB 353 4017 WASHINGTON RD MCMURRAY PA 15317 - NEMS 2140 RANGE RD # H CLEARWATER FL 33765 - MINEAR, GERRY D MINEAR, DIANE K 1520 GULF BLVD # 1806 CLEARWATER FL 33767 - 2957 CSX TRANSPORTATION INC ATTN: TAX DEPT J-910 500 WATER ST JACKSONVILLE FL 32202 - 4423 ("o We44? 0 CLEARWATER, C F PO WATER FL 33758 - 4748 CSX TRANSPORTATIO ATTN: TAX DE 10 500 WA T J ONVILLE FL 32202 - 4,423 CROWN CASTLE GT PMB 353 4017 WAS TON RD MC Y PA 15317 - GTE FLORIDA INC RATED C/0 PROPERT SECTION PO BOX 206 IR G TX 75015 - 2206 MONIN INC 2100 RANGE RD CLEARWATER FL 33765 - 2125 NEMS RD 4H 2140 P GLEI?RWATER FL 33765 - CLEARWATER, CITY OF C/O CENTER FOUNDATION INC 1501 N BELCHER RD CLEARWATER FL 33765 - 1339 HEIST, CHARLES HEIST, KAREN L 2241 ALLIGATOR CREEK RD CLEARWATER FL 33765 - 2204 BAR-JOSEPH, DAN NAIK, RAJANKUMAR BATTISTA, JOHN M BAR-JOSEPH, MARIA 2220 ALLIGATOR CREEK RD BATTISTA, DOREEN M 2219 ALLIGATOR CREEK RD CLEARWATER FL 33765 - 2203 2242 ALLIGATOR CREEK RD CLEARWATER FL 33765 - 2204 CLEARWATER FL 33765 - 2203 1 i•-? t 1 LONG RANGE PLANNING DEVELOPMENT REVIEW CITY OF C LEARWAT E R PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 April 20, 2004 Mr. J. C. Weaver Mr. Steve Toutante 2050 Weaver Park Drive Clearwater, FL 33765-2175 RE: Development Order regarding case FLS2003-12060 at 1490 North Belcher Road Dear Misters Weaver and Toutante: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 29, 2004, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval for wholesale/ distribution/warehouse, office and manufacturing uses in the IRT District with a reduction to the front (east along North Belcher Road) setback from 20 feet to 18 feet (to pavement) and a reduction to the front (south along Range Road) setback from 20 feet to 15 feet (to pavement), under the provisions of Sections 2-1303.C, D and T. The proposal includes a 37,000 square-foot, industrial-type building for wholesale/distribution/ warehouse, office and manufacturing uses. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Standard Development criteria for wholesale/distribution/warehouse, office and manufacturing uses), under the provisions of Sections 2-1303.C, D and T. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That all activities associated with the use of the parcel proposed for development be conducted within a completely enclosed building; 2. That outdoor storage of goods, materials and products is not allowed. If desired, the applicant shall apply for Flexible Standard Development approval for such outdoor storage and meet the requirements of the Code; BRIAN J. AUNGST, MAYOR-COMMISSIONER HOYT HAMILTON. VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER ® BII-I..JONSON, COMMISSIONER "EQUAL, EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" s April 20, 2004 Weaver and Toutante - Page Two 3. That any office uses proposed on this parcel be related to the uses permitted in the district, which shall include, but not be limited to, office uses related to scientific or industrial research, product development and testing, engineering development and marketing development, corporate offices (provided, however, that they do not provide services or uses to the general public on the premises, including support services, as well as uses which are accessory to and compatible with the permitted uses. Support services for the purpose of this zoning district shall be defined as companies that supply services utilized wholly by other companies located in this zoning district); 4. That an Open Space impact fee must be paid prior to the issuance of building permits (contact Deb Richter at 727-562-4817); and 5. That all Fire Department requirements be met prior to the issuance of any permits. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above five conditions. The approval is based on and must adhere to the site plan and application dated received April 8, 2004. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (April 20, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Pursuant to Section 4-502.A, an appeal may be initiated within seven days of the date the Development Order is issued by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review. A copy of the Development Order is being sent to those surrounding property owners who presented competent substantial evidence in the Level One review. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on April 27, 2004 (seven days from date of Development Order). If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Senior Planner, at 727- 562-4504. You can access zoning for parcels within the City through our website: www.myclearwater.com/ og v/depts/planning. * Make Us Your Favorite! Sincerely yqpn? Cynthia H. Tarapani, AICP Planning Director IIMSSclPDSIPlanning DepartmentlCD BlStandard FlexlPending Cases12 -Reviewed and PendingWelcher N 1490 Weaver Business Center (IRT)IBelcher N 1490 Development Order.doc ~~saoo3-iao6o ~ !I .o i QN~NE X813) 934. • • ?F DRAWINGS : IK S~ • Ylr I ,I DX I-~ - - ANAMWA ,;Ex ' DX o ¢ - . fAx N'tl' • J, SP °u A X A ~ - - gag ~w ^x' MYD,.. ~ {fINlIN01 -CI:'. ";,1 Il~llpril li ° : 'A . r. 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TARp~N 1 IVGE 1 5 EAST . _ ~ ~ I 51T~ PLAN APPROVED CASE # FLS z-s o3 2.o b o ~,5~ TYPE FLS I l ' A k~t~ DATE L9 0 i ~f~ SATE 5'ICINATUR 0~0 DA'f E I i l ) ~~.rit f ~;_n ~ / 6 SECT .SON 1 T W P. 29 S., RNG.15 E., PI N.ELLAS COUNTY .~LORI.~A a .4 x . 7 0~ ' • ~ • ~ O ~E ' 0 I~ y SZ~• ~ 47 el~,0o ,s x J~34~ 9 qNM.,~\ ~ ,gyp ~ y O J `~`'1~" ti ~ ~ ~ ~ ~snt~ r~ ~ ~ ~ ~ i ~ ~ • `fir ~ x 7° I ?r` ~ ti ~ K` ~ ~ ~ ~ ~ 9 RJ.~ 93t ~ ~K~ ho°~ II ~ ~ dP Fi~P VY ~G ~ osss. p i LOT 15 oozes aA~. . x ~ ~ ~ i ~ ~ ~ `V ~6. ~ tA9~1U1 +~cU~LB4hRD cf cf' ti ~ ~ \ ~ i ~ ~ ~ 1 ~ ~ urn a ~ x ~ i 1 ~ ~ ~ ~ ~ ` ~ ~ 4 ~F 0 \ x X ~ ~ ~ ~ ti SE~'Yt5>3'E b7,OlU ~ \ ~ ~ \ \ ~ 1 -°-53-- ~ 1\~~ \ ~1~11~ ~ ~ ~ ~ I Uo~RATq~ ~ ~ ~ i X x~ ~ ~ ~ ~ ~ ~ 717 ~ ~ f~ ~ ~ ar ur ~ ~ ~ 1 ~ ~ ua \ 1 1 abttR~ I 1 ~ w° \ ~ 'IRI~St eta 1 1 ~ ~ OT ~ I ~ ~ ~ ~ x ~ ~c, x x x~ ~ ~ I v 1 ~ ~ ~ x 1 ~~x 1.`~ ~ sMIr/1RY MMFIOtE i~oo atFSro~t x ~ 1 ~ } arc w4ot~ ~ , , ~ ~ I ~ ~ . ~v~•srrl3ama~ n~ ~ \ x r'""•. I 1 ~ STORM a ~ ~ ~ r ~ ~T I ~ e• x \ ~ ~ ~a Nv. s ` KTRM 6EYr 4460 1 O . ~N NV. H.• 3920 f60``` R ~ ~ I 1 ~ ~ w. e & NY. B.r 39.60 CH^R W. fyf. 8.• 43.40 ~ 1 ~ u~tn. ~ ~ ~ 1 ~ ~ lll~C l ~ i ~ ~ ~ i ~ ~ ~ ~ x ~ > 1 I 1 ° ~ 901' 1 ~ ~ y y y~'1 ~ r ~ f { x ~ 1 ~ ~ I x x x ~ 1 X ~ x x~ ~ Il ~ l~ l~ x~ ~ . ~ ! / 1 . ~ • 1 ~ 1 ~ ~ as x I f 'S6-... ~ ~~i ~ ~ ~ ~0 i ~ \ \ ~ ~ , ~ 1 ~ ~ ~ ~ r , ~ ~ ~ ~ ~ • / x ~ 1 ~ ~ , ~ 1 f ~ ~ ~ ~Cy y~° \ yM ` ~M ~ to 9 1 x X ~ X x ' f ! ~ ~ X ~ ~ ~ ~~~F~~ ~ _ ~ ~ x 1 I 1 ~ ~ l~) ~ ' ~ I x ~ aauc,~ ~ 1 9~'\ ~ I t W • x ~ ~ 5 i ~ i ~ ! l ~ sra ~s~ rtnra~o~ ~ 1 c~TF re.Er ~ r ~ ~ k Nu E.- soaa auN r ` mP aFV- Sto2 f~ ' ~ ~ ~ t X ENV. H.r 4ZOY 02' RW!~Ir S M!. Hr 47.07 RCPI L07 RCP1 ~ ~ 1 ~ ~ - sz 9LN ~ 1 ~ SAM'ARY 9E1NEit MI1Ni0LE ~ ~ ~ CjRAI'E N.Et' w. NV. Er azza vx RcP7 I E Nv, B_• awe uuu s mw ~ ~ I w. Nv Ei.- 42a2 vx vox ~ roP Esv.- saes I ~ , 1. i Pa.~. t1 Rt1 B.SV.• 5165 ~ a~acun !034 o.9os ° ~ .1 s. Nv. e~-sole LICE yo ~ ~ APPROX. LOCAl10N OF 8 PV,C, ~ ~ .._s,_.. ~ FORCE MAIN ry ' ~ g~ g94~ ~ T sraRro SEWER ~ ooox ~i k wn eFx• szss 1 ^ q ~"Or p~ p~y~ ~ ~ 4 ~ 4 ~ a Nv. ar 4oaa am Rc~ II "t 9'$ 9'~ 1j ~ ~t~ .h' "~i EI`• •-~~IMY. gb' ~ gh1 ~,....r~ - ~ysb 9 ~ •'7 ' I SANTARY SEWER NUUJiOLE fd RtA Q@/.• S?SO . - - 9 - - S - --x ~ "g0 _ ~ti' ~ 8Mdi7~RY SEWER tMMiOIE 70' ~ ss s ~ _ ~ ~ ~ ' ShMTFRY SEWER ~ RQl16 K RM e.sv- stes y~ rt aM arw.- seat , ~ . ; ~ SM4TARY 9EYVBt W. Nv. Ei.• 5032 uihu ~ N RM Ei6Vr 5375 APPROX. rVhl9ttlE E Nv. H.• 5Q42 aC V e W. NV. Hr 4Ae3 ue' VCPI LOCATION OF / E Nv, a.- aces m' v EXISTING FIR HYD. ~a • ti , ~ ~ • w P.OC. • 4'-0' • ` 100L:EDCE TO r 3-6' 5 1/2' ' . 3'-10 •J/8~ 8' 3 4 RADIUS ° 3'-5• Ei?~GpN6t ut sroES) • •Y _ - - - - T.. , SEE NOTE . ' • 8' , .i • I I -I• I I I' I • ,s-u• uAx F ~ • YAPoES i I •I ~ I I I a sots o t2- oc~ I I I I YAPoFS • i I I• l~ I I z'~f~) i I i 2' CIEVt (lYP) ' 2- CLENt 12' 10' ' 8• OC 'OC . ~141~.A-9 ,~D4t~6~ c~m~uc~wN ,IOtMS roaarhn; eE~wEErt ONE { 813) 9 . n~sE inns: srF ' S-4' . WDFX No.201 FOR ' . t~,~crtmF; ~ s-i-oa aoa iNt,Er oEra~. ~~e~ 4. . oao-~oNs W~AV`~~ :..B.I~S~I~IES~~ .~~~~I~T~R ~ s~?o • 5-1/2' . • , 8 ~ • ~ A J.. ~ , • ~ I I , A PRFPARm F01& SCPJ.E DRAWN BY: SFFET No. a~ WEAVER 1" = 30' M.RYDER z W ' I ! ErJ a.~. ( I - 5' - 1B SPICES 0.29 16- 2050 WEAVER PARK DRIVE of ~ . Y CIfAR (iSP) to.BUtS 0 T f • LEGEND cxEaRWA7ER Fl.ORDA 33575 DAiE ~ ~ 6 c TEt. 442 -0035 1 ~ 24.0 1114 ~ H 'f~ ~r • t i .I . OEPART&tW OF PUBLIC.WORKS 1 - f PINaJAS' COUNTY, FLORIDA , L 0=4EM4 OEPMTAIENt ® - POWER POLE CERT ICA E AUTHORIZATIO No.4166 S D4 -PATER VALVE B L 3k3'x5 iC - OVERHEAD wm DRAWWQ 10/ rzwt7 A Y: ~J 9r `~~5 :~-~~2• . MODIFIED TYPE F INLET EXISTING CONDITIONS PLAN PLM ViEb(. z a (na) WROWD, . By DATE SHEER MDD(.NO. P PE- No. 2W9 FLA. REa sut oR No. 4073 ~ 19 TARPON d r ~ • ' ~ ~ ~ ( 1r ~ 1 ~ • • - MOTE:: MAINTENANCE ~ QF TRAFFIC TO . BE PER. F:D.O.T. INDEX No. 600 N AND 623,' 1998 EDITION: . SIDEWALK • TO BE. CLOSED FOR SHORT Dl1RATiON. (~3 DAYS l ~ v - ~ E 8W 8Z ° ~ ' R O ~ q° ~'a ao' zo' lo' o• as ~~0 ' c~aPHC scalE r • 30• E° ~ 0 D~• ~ N6 O • GENERAL NOTES k5s° h 6° n ALL C MST PNRTfff ry IJ 1. ALL ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. CONTOUR ~ S aurFALL CONTROL iP ~ INTEFlVAL :ONE FOOT (1').. _ Flt UT ° STRUCTURE ,r f~e34 y~ o TOP OF (~tA~ EL - 5L62 ' 2. ALL DIMENSIONS ARE APPROXIMATE, SUBJECT TO FIELD SURVEY AND FINAL CONSTRUCTION. Q MV•E7., 48• V 4+ p . ` A ~p•A° 3. THE CONTRACTOR PRIOR TO CONSTRUCTION SHALL LOCATE ALL EXISTING UTILITIES. ' \ 5' ~ O a ~ ~ ~ MSTALL 56 LF. OF IB' T 4' DIA• ,L 4' DIA. 4, . ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE; TAKEN FROM COUNTY ATLAS SHEETS, "AS-BUILT" y N ` `'V r~ RCP. AT 225 x MADE STORM MAN40LE t MAN~oI-E PLANS, AND FIELD INFORMATION, THE ,CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING •'vax X ~ ~ a a' S(q~ a RM EL •53,00 ~ ,~y y~ a° MV• EL •46.74 ~ ; - UTILITIES PRIOR TO CONSTRUCTION: v/q ~ ~ Q 6 ^.5 2~g ~ ~ 0 0 550' 5. WATER AND SANITARY SEWER SERVICE TO BE PROVIDED BY THE CITY OF CLEARWATER. C ~C ' w • OY o yy~~ a° ~ a lF' ' 6. BOUNDARY AND TOPOGR,4PHIC SURVEY BY GEORGEA. SHIMP, II-LICENSE NUMBER: 2513. h° v R/~l a ~ g° 9' h.. ?$0. ~~ry \ ~ ~ ~1 7.. PROPERTY ZONED: I RT PROPOSED SITE USE: OFFICENVAREHO.USE. , • . . \ ` "'S I`mo' • MST 40 LF. OF - ~ BOTTOM OF POND ~ oX ~ 6' WRAPPED Ut•CERDRAM y INSTALL 9 8 TON Q„ROPOSED LAND USE:. I L•' , ANNEXATION IS.IN PROCESS.. ' 00 0 EL. 50 1c ~ 5' 12 h ~9 ~ ~6` a q; ~ ~lERT. CURB wrrtl ~ ° REFLECTIVE PANEL AT • hh• ~lE ° OPENMG'L~ERY 5U FEET \ h~ ~ pkA° SIDEWALK T INUS. 8, EXISTING SITS DATA: - TOTAL OWNERSHIP:,, $,1585 ACRES (137,584.10 S.F,) M.0•L. SITE IS VACANT. ry ~o \ o a X. N 0 \ ~ \ 0 9 (ASi~WT1 6' CONC.SODDED 4d ~ h - 50 \ • , ~ 6 I ~ 9. WATER SYSTEM AND SEWER SYSTEM INSTALLATIONS SMALL BE IN ACCORDANCE WITH THE CITY OF CLEARWATER SPECIFICATIONS. T. CURB ~ S~DESLOPE ~.SI` ~ \ h°' p .p~ ~ % PAST \ NV. EL 4332 10. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE CITY OF CLEARWATER REGULATIONS, Ss ~ MSTALL 'S~• 12 1` CLEANOUT~GfThl ~Sp 11. CONTRACTOR 70 UTILIZE STRAW BALES OR SILTATIONS SCREENS DURING CONSTRUCTION 'TO CONTROL ..,-,S~ MES. PER• \ CONC. COLLAR \ ~0~ y a ,OJ. NDEX Na 272 35 \ l NSPFIRLTI EROSION AND SEDIMENTATION, ~ • ~ ~ • 5 00 ~ SEU v ~ lE. • g8.00~, ~9'~,0 ~ ossm LOT 15 ~ a PRDPO \ 9 y M h ~ . . ~ 00, bo2yr. '54-.. MES PER. F,D.O•T, x ~ ~ W PROPOSED GRATE ~ p o ` 1 ~ ~ R ~ 0 9~. s~ . 5 x ~ MDEx No. 272 ~ ~ a~.Er ENCLOSED \ 2' a ~ V ti 6°~ 12. THE CONTRACTOR SHALL CONTACT THE OFFICE OF THE ENGINEER FOR CONSTRUCTION DETAILS NOT SHOWN. MSTAII h \1 - • 1 LE - 50.00 ~ 50 0 „ 'S~` 50 6' CONC. TOP aF CitATE EL -56.00 FRE HYDRANT' Dl1~STER ~ a ~i °~\ry ~l T. CURB 5 CANC. ~ ~ x12 h°' } INSTALL GRATE- LE - 5200 ~ INDEX t0 ;„yr~ h~}^'" LOADMG r,,.:. cap \ \ ~ 9 N°•'701 '1` Ot~E ;.4~, ~ ~r CURB 25p TAPpI,~, g~ Qd.ET 13. PROPOSED SITE DATA: VALVE FOR TaP ELEV. -5350 BUILDING: , 37,000.00 S•F. (26.89%). . F`T~E.FI`m,~~..,~, ~~N Nv. ELEV. • 5as4 I 55 420.00 S,F. 40.28% , PAVING: ( ) DOSTPlG i REPLACE WITH MODIFIED SIDEWALKS: 3,010.67 S,F. (2,19°0%} ` I S ~ h S Q y~ \ ~ [r 6~SPRINKL INSTA _ a I LINE 5"W o 8 X 6' •I.P, ~ ~ 68~,... 6 ~ DRAWAC~ sTRUCTURE TYPE F INLET _ PERVIOUS: 42,153.43S.F, (30.64/0) M s 40' 0 v ~E ~ 12 \ v s ~s S~ 9 ~ IASPI'Yil•P s PR t-•'' h RED. RAQIU~~ ; RADIU,~(~ ~'xi2., ~>x'~v.a~'~z4a~ra~ GRATE ELz48.35 , TAPPING EEV INV. EL.- 44.00 ~ - ~•137584;10S.F.~ 100,00% x-57 ~ ~ c~' ~ aGX ory , ~ 270.00' INSTALL FIRE ~ AND VALVE y.T~ sEw~ ~ TOTAL: ~ ( 1~,~' tt Rrt e,EVr ~eao SEE DETAIL ON sas~ao~ ~rar ~ ~ s~ h6 N \ HYDRANT t ~ • \ ~ 1 \ ~ ~ Aso H r{v a,- aazo lea, RCPT S HEFT No,2 . h°' s, ttv, s,• aoeo aa' Rcfn 14. FAR = 37,000:00 S.F. 0.269: ~ LS. R. = 0.67 ~aK~ ~ ~ o ` ~ DOOR F : ~ • 'fB74 ~ •6: 0 1, o ~ M Q \ ~ 53 ,o ~ o o FW FLOOR . vERT. cuRB Q a I_ ~ ~ r'~, LL. ` .OV N p ~L ~ „x~~°'""""""°•~--~, 15. PARKING REQUIRED: 3 SPACES PER 1,000 S.F. (office) AND 1.5 SPACES PER 1,000 S.F. (warehouse}, S ~ FIN F OOR F(N FLOOR FIN FLOOR ~ 4! b / 6 h~ 12f 'Fj I Irk fD ~ h h Q1KR$ m 1 ~ Uhf' Vr ~ 16. A ING REQUIRED: 45 SPACES (office) PLUS 33 SPACES (warehouse) FOR A TOTAL OF 78 SPACES. ~ o ~ ~ ~L. .00 EL. 55.00 ELF' 55.00 ~ 1~,.1. o ~sTALL 138 ~F. o~ ~.c,P. AT a.72 (MADE \ ° Do~R ~ ~ PARKING PROVIDEb: 83 SPACES (including 4 Handicapped spaces}• , / ~FlhT~ INSTALL!~OOUBLE S~~-~ h•f ' ~ FIN FLOOR ~ ~ TREE Ta BE ~ ~ ~ ~ o REMOVED LOT 16 v ~ ' \ y°~~• .CHECK VALVEASSEZ~3LY ~ 1 ~~,y°' s° FOR SPRINKLER SYSTO!A .,<x17. ALL UTILITY MATERIAL AND WORKMANSHIP MUST COMPLY WITH THE STANDARDS FOR DESIGN AND o ~ h 4 k• X 1 MsTAIJ. c~aT>r..~:. ~ EL. 5540 x ~ «ac., ~ ~ I,~. o s FOUPbATKKIN $ sMm'~Y s~ R-CITY CODE'. 1' CONSTRUCTION OF WATER, WASTEWATER, AND RECLAIMED FACILITIES FOR PINELLAS COUNTY. • , ' N RM B.EVr 50.so ..>,.,,r,~ ~,•.,~»,~.,r>"`.~ A . ~ ~ 1 PLANTMGS FROM n 8. ~ a G C in TOP OF GRATE h1.5625 ~ a X11 ~ . Xs,~o s~.9o - 13. PROPERTY_ LINES WITHIN FLOOD ZONE. "C" ACCORDING TO FLOOD INSURANCIr RATE MAP N0. 125139 012C; • . IN VERT. ro h~ tE. -5100 1 ~ _ BuLDtaG , ~ ~ ~ h _ - \ PARKING R QU • ~ REVISED 06-01.83; PINELLAS COUNTY, FLORIDA. 5' ~ . ~ , I. \ E IRED ~ i ~ \ ~ ` 5' r~'°'• , ~ ~ ' .00' I OFFICE (3 / 1000 S,F.) `~45 SP;~CES 1. ~ ~ ~ s',O o 0 o q , ~ ~ ~ m ti 19. TRANSPORTATION IMPACT FEE: $53,345.00 ~ ~ 15,000 S.F, (office) ~ ~ _ ($2,471•!1,000 S.F:) = $37,065.00 ) WAR DOUSE (1.5 / f 000) 33 SPACES ws~w.n~ ~ ~o~ ~s~. yb. t ~ TOTAL ` 78 SPACES 3~ 1 1 ~ ~ ~ ~ ~ 1.44oa 22,000 $.F, (warehouse) = 74011,000 S.F.) = 1 280 1• ' U t ~F 1 ~ 1 1, t ~F ~ .V • TOTAL: $58,178.00 ~ M ~ PARKING OVfDED - 83 SP C S , ~ , 40.54 i OFFIC 15;0 s•F ~ ? A E 6 ' hb ~ MSTALL 4' DIA, o° ~f•3 ' io ~ tie , . . ~ ~ W REHOUSE 22.0 0 S~, . ~T~- ~ sAN. ~ MN, ~ aF ~ X x a x a ~ ~ CLEA~iuT' zs4 LF. h°` a \ x , w ~ 20f NOTE TO CONTRACTOR: (Tree barricades & Erosion Control Measure) • ~2, ~ ~ ; X'o Q y~ ; REQUIRED TREE BARRICADES ,AND EROSION CONTROL MEASURES MU$T REMAIN INTACT THROUGHOUT 1 l R2d EL- 54.92 ~ X DOOR ~ • 5470 TOTA = 3 00 vc c sDR 35, s ~ ~ M• ' l ~ ` 2 • ~ ~ x 7. S.F. P INV. Et., • 5206 ~ h h h l / y 6 SAN. 1 ry SEWER AT L00 x 1 CONSTRUCTION. ENCROACHEMNT INTO OR FAILURE TO MAINTAIN, THESE BARRICADES WILL RESULT IN O 1 LATERAL ~ ~ 5. 19 - 4' 2 0 f8:39 s mb~4 c 6 G 2tY h6 C~tADE / TYP. ~ ENFORCEMENT ACTION'WHICH MAY 0'~ ~ f8:39 : „ ~ Ut~11hLT1 INCLUDE CITATIONS ANDIOR PERMIT REVOCATION. Qa PV' ~ ~ 7~ N L °S d INS 1. . ~ ~ ~ 21. ~ITERIO_, R LANDSC9PING REQUIREMENT: " 5,542.00 S.F. (10% OF PAVING) ~ ~ ~ d Ro.c. - s N l ~ ~ : ~ ~ ~ INTERIOR LAND,~CAPI~{~ AREA PROVIDED: 5,673.00 S.F. A\GENERAL NOTES DISK\12-01-03 General Notes 'r l l ~ ~ U NsrALL c;RATE ~ LE- 54.30 LE.- 53.90 LEr o H,/(; H/C • 5236 - o l I ;,P.V,C ~ 10 ' 10 ~ cE- 53. 10 52 ~ 10 1 r~ET 22. ON-SITE ELECTRIC AND COMMUNICATIONS LINES WILL UNDERGROUND 1 I TOP ELEV. -5350 ~ I 6" n ~ ~ ~ ~ M° t a 23. FIRE SPRINKLER SYSTEM TO BE INSTALLED. I t ~ °LLI MV. ELEV. • 5L00 'VERY. h ery yh' ~ hp• ya• yM• a ~ Ap 9' (0 SPACES AT 90' - 0' 9' 2' 2' 9' -f • XO SPA AT 90' - 0' X 9' o° ~ ~gPa~ ~ ~4~o NOTE; LOCATION OF BANKOFMETERSTOBE f:ETERMINED INFIELD. ALL (MATE 10 SPA X MST ~ / M AT 90 - 4 M, hh QJLET , o o h o• r' t ' ~ BAIL OF 3/4' METERS f APPRaX. 6 LP!<t'S ! TOP ELEV.-55.46 ~ - ' 8'WOE ~ ~ v - 52 n^,¢~ 6 - 6' CONC. - - - T - - --1- - - - - ly l yv o` W(M RIDi1CED PRESSURE BACKFLOW PREVENTaRS I R E LINE N O T E S 1 f h~o r P~, wAr~ sERV~E Lrr:s ro uNta EW 6• VERY. GURB 5 10 SPACES AT 90' - 0 h ~ 5 SPACES AT 4 - 0 i !0 ~ I + y I.. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE REQUIRED, THEY SHALL NSTALL 6' DOU E ~ ~ FIRE 10 f0 SPACES AT 90` - 0' 9 S ACE I I ~ I CHECK VALVE A~EMBLY , ' ,~Y,D.: 9 T -0 ro, ! N ~ I v2' x I vx BE INSTALLED. COMPLETED AND. IN SERVICE PRIOR T4 CONSTRUCTION AS PER. PER. C ITY,CODES ~r o o ~1 NFPA 241. CLEARANCES OF 7 I/2 ft. IN FRONT OF AND TO THE SIDES OF THE ~I ~ REMOTE' ~PV~,4LUE~f BYBY OT!£Rs 1 FIRE~HYDRANT. WJTH A 4' FT, CLEARANCE TO THE REAR OF THE HYDRANT ARE REQUIRED, l ~ ~ ~ ~ ~ TYP. 5 30' 0" 9' ;a" 25 - Q 10 9 g ~ CONCRETE ~,C~ NSl` T S COUNTY TRIANq.' " ~ _ PER F.D,O,T• 3.T s 2. A 24-FOOT ROADWAY SHALL BE CONSTRUCTED OF A HARD, ALL-WEATHERED SURFACE TO BE .T. snrar,~RY s ~ COMPLETED, FOR FIRE APPARATUS ACCESS, PRIOR TO CONSTRUCTION. PLEASE ACKNOWLEDGE SIGHT 'a ~ •c°v SK~{f ~ APPROX• LOCATION OF 8"P. • a COJNTY SK~{f' 19- S~{I' ~DD.102 f TRIANGICs'{~`N!D ~ 6g FORCE AIN ~ SIGHT i ry° o° ~ P•Q~• PO.B uRna.~vrs~as THE INTENT TO COMPLY PRIOR TO A DEVELOPMENT ORDER, ~ c~' M h 1 ~ ~ TRIANGLE ~o ~ BACK 0~ y~ ~ ~ ~s r Fl2 VZ' ~3--- a r Fl2 V2' 'n H Nv. e.•• •RO~ o~ vcfl f ?512 TC s. rm. r~. 4loa ~ vao FT: 519~~4aTC ~w. Nv, e.. jai os vc?~ < M.0.1: FOR N4TE~S~ S ~t A ',•.:IY.;.FJD• ~.,IB. ~.;g• , ~ ~lST`ALL WIDE CONG.SOEWALK - S '3 • e. hq • /C MP 'y _ ...%r' > • H C Ri 3 A=•-. TALL 5 ,WIDE ~C SmEwALK~' _ • ~ ' . ~,••e.'~. •6• . 51. SIw. CONST, IS ~e PER.=+A.O•A, ' h~-~ 'AppROX T4P ~'-~fi~ 8" - pry PER. ,y ~ . ~ c~' h a X72" RCP p• sTORM sEWHt F, 0.0.1: I NOE X H ~ eFV• szss h 1.. ~ _ /h i~ W'"`'~''''1056~"' No•605. I. NEED TO INSTALL 8' DUCTILE IRON PIPE FOR FIRE HYDRANT LINE FROM K N'!. 6.• 40,CO of RCP1 -e~°- - - ~ try x,54 ~ ~ 0 S ~ r c RAl~'5 PER sralttl sit t~nta•ta.a TAP T4 THE FIRST FIRE HYDRANT AND 6" DUCTILE IRON PIPE TO ~ • N I q . y1' h hT' EDC4: OF RoAa a• M~ >~w. h FA.ikT. N~1( K s~vr 5~o THE SECOND FIRE Hlf DRANT. Na 304 rrs Mc e..• atso ao• R~1 50 p 30 °1 50 p ~ "~y ~ S) p . . r o 1 I R~ h 9 cR25 ~''""v'~''~040''"~' 2. THE RIGHT - OF - WAYtS) ARE TO BE RESTORED WITH NEW SIDEWALK - 9 c3ttnTE PA.E'P FI D VERIFY - ~yry9FN) N1D NB9'20'd2'11 SaCO'R swrrA>:Y s AND SOD AS REQUIRED. N pM 9EVr 5tdr., sntn'rnRY sEWER APPROX LOCATION OF 10' R~. ror acv.=saes Se Hs(Y~LLI. TRAFFlC E L pry ~ s ~ w,~,,a.•.w,a~v~, 3, DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN. ANY TAP AND WATER N nr+ QEYr ~ea2 9EAANG CLENNOU]" sM1TARY SEW6t MAN~iaLE h 90 ACRE LN; '`i<1 h~ w. ~ Eir s~z 6' wATER LQ~E ~ ~ soae au° ~ 8" WATER ~ .8• WATER ~ ~ ~,a~o~v~, METER. DUCTILE°• IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACKFLOW PREVENTOR DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON e rtv, a." ea~x ar vcm 8 X 6 EDC•E OF PAVEMENT' w wv. 6.r a9.es as vcr~ w r,s. au. w 6~•a-.~.~~•~~ PIPE SHALL BE INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW I ' STORhB PREVENTOR DEVICE. ro? e.evr sto2 u nr+ a~a+ss~- ssaa MSTALL 73' - 8' DIP. t SDR 35 H autsn~aomna+ cuu AT IAJ, fox MADE R~ 4, PER. THE CITY of CLEARWATER CONTRACT SPESlFIcATIONS AND STANDARDS, i e Nv. ~.~mu2a~ EXTEND~~F° CURB- w. Nv e~.•r+e~?•v+vscto' / ~ ND~'F"cuRe PART 'B', TECHNICAL SPECIFICATIONS ARTICLE (I91, 'ALL ROUND REINFORCED °r CONCRETE PIPE JOINT UNDER PAVEMENT. DRIVEWAYS AND SIDEWALKS WITHIN WITH 3 TRANSITIO TO S/W F.D.OT IND 13 TRANSITION ~ ~lyf PUBLIC RIGHT - OF -WAY AND ANY OUTFACE SYSTEM. SHALL BE WRAPPED ~/w F.o.O,r. INDEX WITH MIRAFI 14UN FILTER ~aR EQUAL". FABRIC TO BE A MIN, OF 30' in. No.300 j 3Q0 ~ IN WIDTH AND CENTERED ON PIPE. LEGEND: • E V4 CODER OF SEC Ct29•b D =FOUND P.O.C. • FN . N =NORTH -I-on PER COU I Q~p~1E {813) 334, • SIR =SET IRON ROD S =SOUTH FCM =FND CONCRETE MONUMENT ~ W =WEST .NT WEAVER OFFlCE f WA~}K}~~ a-z5-a3 PER, cm ~-z~-o4 PER. cIT Q S/ I-27~04PER: CITY 4'5-04PER. CITY ,`~0 (+f1,~®I ~ 2-6.04PER. C11Y ~ ~f~ F P =FND. IRON PIPE = 1iVIY~ u.n o~ E EAST P~A~D FOR g~ DRAWN BY: SHFI' Na D =DEED POWER POLE LEGEND ~ WEAVER 1~ = 30' M.RYDER 3 ~ _ M =MEASURED y- GUYWIRE • OIJ1~ ,li{~I~.pn~Sl11/1, ~ w ®-POWER POLE 2r1~1 WE~?VR r~(~ DATE k`,,. ~ 4 . ~ ~ ~ lul -WATER VAI OF n r~ow~~rc~ n nonA gun: . naa. v .n /1 : 'SHEETS; - OVffffM WIRES TEL 442 "0035 N O =INTERIOR s3 EXISTM GRDE LANDSCAPING 12.50 =PROPOSED GRADE = DIRECTION OF FLOW - PROPOSED RVE VA 1ESS a y 55.60 ~ . ~.l.• ~ n n =SILT SCREEN PER. F.D.O.T. WTION OF FL r. SITE PLAN RA: a ' ;too. aor3 oR I7y INDEX No. 102 19 TA QpN C=M lac • TIE BEAM WITH 1 - - ~ ~ ~ - 2-~5 REBAR I . " .I i ~ CONTiNUOUS . ~ ~ 'Q U 12 12 I - t . CLEARANCE MIN, I ~ CLEARANCE MIN • ~ I 6 OIA. S1EEL'BOLLARDS . ( CONC F1LLED ~ m ( , I N ~g d"I b o. ~ $ ~d ~ I I CaNCRETE,QUMPSTER 1-~j5 AT 4' CENTER :10:-8" I ~ ~ I • PA6 t MIN, 6' THICK ' AW AY • ti' DROP PIN I 6":' ON SLAB SWING GATE I C C. . (TYP.) TYP.1 f " ~ I ~ : WALLIGH C CRETE BLOCK WIR OMESH 1 6'x6'xl4' GA ? { I ate" 1 1 ' ~r ~ E .6' BOLLARD 3' ABOVE F G DE 12 - 0' ~rv 12' I ~ 12' - 0' A 'IU I ' 1.2 12 _ GRAD - •Mox) CLEARANCE MIN. CLEARANCE MIN • ~ ~ CLEARANCE MIN. PER. PART 'C', CONSTRUCTION I STANDARDS, INDEX ~ 701. 14" ~ , • 00 00 " - NOUTHIC MIN 6" THICKNESS,'6`X6"/ SWING . g 3000 P.S.I. CONCRETE SLAB. MO I SWING GATE ~ ' ~'~Y' ' ° ' e~ ~ 6' HIGH CONCRETE BLOCK g" 10X10 W.W,F. ~ I (n ' 4 I i I i~ o, " Min.. I CONC a X16 CONCRETE FOOTING W/ 2- ~5 CONTINUOUS I RETE MASONRY WALL CONSTRUCTION L - - - - - - - - - - o REBAR (TYP.) DOUBLE ,WIDTH DUMPSTER I - - • - - ~ I ` Materlala, Construction and quanflty control of masonry.shall be•In Accordance b e'~p o ~ ~ with Uniform Bulld(ng Code (UBC), Chapter 24. Gengral condRlons and ~ ~'9 ENCL.ON~,JRE ' 0 ~ P T R N Ca R° nstructlon requirements ehail be applied os specified in UBC, 'Section 2404 (f), rp• - ~ DROP DROP PIN HOLE. ~ NOTES. ' during grouted masonry work. ~~1 . • ~~TQ 30' - 20' 10' 0' 30' ONCRETE DUMPS ~ R 1.) WALLS t~iQPF9C $CAIt: ~ • 3D' 1. All reinforcing atad chap be deformed b4ro.conforming to ASTM A-615, I~~ I.J. " Grade 60, Vertical. reinforcement .shop be placed In the center of the ~ • 6'. BOLLARD ~ ~ PAD l MIN. 6' THIC r' a. New construction: ' ~ ~ • , 3000 Ps,l. 1 6'x6'x ti GAUGE ) " "maximum 6'-D' high and constructed of masonry cell, and shalt be held •in position at the top and bottom. o • a WIRE MESH cohcrete .block (8 x6 x16 Motertols used should be consistent • °p so •v O TALL 34 • ky o y QdS LF, 2, If a slab dowel does. not Ilne-up with a verticol. core, it shall not be sloped 5~ e° OF 6' U1~ERDRAPd WITH • ' ' ' ` • ~ , ° , , ~ ' + ~ with; those used in the ~conatructiop • of and architectural style of the principal bulldfrig. (Section 3-802 Materlala) moro than one aauctr~ 1. WSTALL horizontal ?n elx verticals 1:6 . ry O ( ) 5 S LRJk~t -SEE sl•~ET' ~ J OUiFALL CONTROL auctr~ 5 OF b ~ STRUCTL1tE 3. Horizontal wait reinforcement shop be standard truss t e DUR-O- ~ ~ ~ TOP WALL o yp WALL (or g~ o TOP OF GRATE EL • 5162 ' 12' GATE b,) Existing: maximum 6'-0' high replocement moterlals con bo MIN. la' WIDE OPENING mode of the some materlols as long as they are,made of . equivalent). at 16' o,c., EL,-53.00 ry O rs169 \ h pa r INVJI, •48,00 opdroved opaque material.' C 4. Hollow Lood-bearln Concrete Moeonr Unite I ~.h~' •V - 9 y shop be normal weight ~ ~ ao a . 2,) FOOTINGS , conforming to ASTM•C-90; with a minimum com ressive stren th o P g f 1,900 ~ ~ o PSI, i w 5' r O ' SINGLE~WIDTH DUMPSTER ENCLOSURES x'6" concrete w/2- ~5 continuous rebor imbedded, ' g 4'NrSliff ~ Ay ry J ~ o 0 ye w 1 e R4STALL 56 LF, OF 16 N,STALL 4 DIA. 5, Mortar- shall be type M or S, In accordance with ASTM C-270. Place all w pp' ~ RCP. AT 225 x (~?ADE STORM MANHOLE ' 3:) CONCRETE SLAB L 4' DIA, Monolithic, min. 6" thickness w/tmbodded 6"x6"/ 10x10 welded A'aV(lfff G1 ~ ° masonry In running bond with 3/8" mortar„joints. Provide com lets covers a S( X z ~ A~ ~ RM E1. - 53.00 3~OOE DROP PINS AND SLEEVES REQUIRED FOR wire fabric (W,W.f.), 3000 P.S.I: facq shell mortar bedding, 'horizontal and. verticah P g N ' . ~ 9' e° NV. EL, •46,74 ~ ~I r p ~ a~ . •4674 OPEN AND CLOSED POSITIONS SEE CITY aF CLEARWATER CONTRACT sPECIF(CATIONS 4.). CONCRETE .FILLED CELLS ' 6, Co6roe grout shall conform to AS1M C••476, with o maximum aggregate size ~ ?7g ~ " ° o° ' of 3/8", 8 to 10" slum , and o minlmu ~ ~ AND STANDARDS. PART 'C', CONSTRUCTION STANDARDS. .With 1-,~5 vertical rebor tied to footer steel at eoch corner and . ~jp' INDEX • 701 28 da P m compressive strength, of 2,500 PSI. at b o / , W ' ~ q-EANOUT eo - ~ < 7C ' ~iet3 ~ ~ INV,,EL -48.00 o 0 every 4' O,C. 7. Minimum 3" X 3" - _ l• ~ M~ \ ~ y . clean, out holes sow cut. are re r ~ o uire h INSTALL 9 dt1TTC)N ~ 5.) GAIES FIECTIVE PANEL Constructed of min. i-1/2" diameter golvanlzed tubular steel { ) q d at the bottom course \ 5t ° g 9 of all 2 cello to verify rout lacement, qeo - ~ 80 9 p n outs shop be sealed ~ ie atr \ p0 masonry inspection-provided G? accordance - ~ ~ h L O LF. ATSIOEWAUt w/privacy-type-elate inserted in galvanized steel meeh..fabric, with A 5 ~ WST 4 CI 31 4 6 0 and be B TTOM OF P o fore • grouting, • 5 00 ° b' WRAPPED DRAN h° y6 12' EL 0, ~ ~ r TERMINUS. ~ hinge-mounted on min. 3" diameter galvanized steel post, ` ~ \ 6` • h ~o r a ~ ~ 6. Pro' h i r to rou 1 A° o t n t he rout h p o° 9 91 g ace shall be clean •witfi o OF o (Gates and, post constructed and Installed per opplicobie building code by licensed fence contractor).. • sP n mortar projections ~ ~ B,Uyf ye h 6 ak•~ greater the mortar dro in s or other torsi \ °ry ~'yr~T, WifA" ~-~c,~ PP, 9 gn mater4ol. All cells shat ~ a I be~iri. ~ h ~ verticol- o ~ Ii nmen ~ 5a g t, and shall solidi be fills f Y FEEi' OP WALL y d,with coarse grout as specified. y ~ 5 - • \ 9 6.) DROP 'PIN ' ~ 1/2" dla, 18" long metal rod gate lotch, Provide 3/4" dio. hole 9, Ouri fRSPiiW.Tl 6' CONC. n ` locin rou 4~ 3,50 a 9 1 t shall be c h• ons P g 9 olidated with 11e ib 98 ,25SODDED x le cable vibrator, Firot a ~ e T. CURB `SOESLOPE Q 6" Into concrete for rods. In asphalt provide a 3/4" P,V.C, ;grout pour ehoil be stopped o minimum oft - f/2" blow the' to of t e ' . h P middle bond beo m mos on ry• s sleeve, 6" long, or equal. 1 - o~ s~, ys.. ~ 3 0 ` OAD6~G iK ~ - • 'xs RJSTA~1. NV. B."4132 Cory` 7.) SOIL 6 GLCi~UY~N I~ S r MES. PER ~ \ o d Nsi~i'L1T ~ ;cSog, beoring capacity to be;ct leash 2;500 P,S,F.. ' ~ ~ \ C COLLAR ONC, ~ n 4 N 272 J?..T. Q~Dt o. . •ra ur 4 00 ' LOT 15 ~8. ~ ~ . I ~ PN. EL • 50,04 OPOSED M "`6> > a ores. ~ PR \ ~ a PROPOSm GRATE MES. PER FA,UT, h 3' ~/9• ~ , o2vr. ~Q~~~~ I "N~: :~G usa~Ln ~FTP - 25 ~ ; E~ Q -"KWaO~'' a ~ ~ 12" ~ 0`i,ET sa• • 15~ x ~ \ ~ ROOD( No. 272 . ~ ~q Rq, o ~9T ~ . TOP OF (itATE EL, 56.00 QySTALL ~-OSEDh~ ~ 4 . . I tE • So.OO \ , 9 . , Sp ' y o r RdSTALL GRA1E rv • DIkIPSTER a m, ~ ~ 3 0 6' CONC. . tE • 5240 FRE HYDRANT ~ ~ ' e° ~ ~ \ h ~ h ' ~ LOAD R4G Ts=. . ' CONC...; s' x ~ ~~;s,~M TAPPWG .SLEEVE T p.EY, •5354 ' h~ ~ ~ • \ . , 9 S ONE _ AND VALVE FDIC' ELEV. • 50,64 ~ PARKING BY ~.M~~~ REPLACE NNTH ~ ~1~~ • h h a fNSTALI b' FfRE s~ . ~ iDi.e:p 500 _ . M - 0 o O,I,P, RED. ~ H 40' c~ CIE C CK Vll S ~ E n ~ rR~li4L 500 ~ 0g ~ fR i1T' A \ y M \ I MtsQAIFE ~ ''.d~ PERYT ~c~vA ~ s"x 2;," oR~c~ srRUCruRe .1 A WHITE . 6 ~ x ~ e.EV.- ~s7.ez TYPE F, INIkT BLUE OM.Y ? 2512 \ ''-5~, 62_ 1. ry i!q 400'; TAPPIN LEE sAN.E1r49Rtcie'i~ GRATE EL=46,35 BORDER & . 4,aa~', ~~alvo vAL INV.EI..zaa.oo BACKGROUND SYMBOL J ~ O . '?z. ~ ~ ZSS fRiE " 'CS nRHHF1SEVIl~R ~ SE&OETAIL ON ' ~ ~ \ 5.40 s tl~ ~ r . ~ :1 ravctaff ~ X1834 - ~ ~ ~ b. ` \ DC4R r . a d~ E.~. aR>,14 H Nv. B.r ss2o ma• RCPI S, H EET : No. 2 s°~ ti°~ s; rN sr. aaao ~.r R~ t h 55 M o 1 0 \ 53_ _.c o o s \ v~tr. aye ~ ~ ~ FiN FLOOR ~ w r~.sr,a4oo~ra 1` SERIES 'C" f ~ 1 ~ ~ s~ z, S.OO , ~ ~ FiN C~L.40R FIN FLOOR ~F ~.L. - 5.00 : N " \ . ~ . IN FLOOR . ~ 1 v, ~ by „ NT~ \ . - ~ 6 o i ~ L 55.00 EL, 55,00 EL. 55.00 o~atrwr PARKING BY I LETTERS 6• ~ INSTALL 138 LF. OF 15" C 6 ~ • ~ I • y R. J'. AT 4,72 x (MADE p, 0 ~ ~ 5' FORA ~ ~ UO'fIJ~TCUffi WHITE DISABLED BLACK ~ BACK~ftOUND BORDER & , \ ° ~ ~ TREE TO BE PLAM6JGS 1R a ~ ` . . e• F( o NFL aR ° ~ ~ ° y O h/ o• REM4Vm ~ " G Ohv ~ STALL LOT 16 ~ '~'.h, SAMrARY SEWER MAMiOLE . ~i rout 6• (#tATE X ~ • ~ ~ EL. 55,04 ~ PERMIT ~ o N RN. ECEVr 5oS0 , I~`! 6' C ~ it1 Qp TOP OF C~tATE EL. -56.25. ~ I .C. • 55.00 n ~ . $ ~ n VERT, 7.00 M , hy. tE. - St00 _ ' \ ` 1 ~ .C. • 5450 " ti ` ae.60 Iw' . ~ ~ LETTERS , ONLY • sus \ PARKING REQUIRED I r 1 oa i ~ • t. ~ t ~ ~ ~ ~FF(CE (3 / (004 S,F,) ~ 45 SPACES • ~ ~ WHITE , / ~ H,P. I • ,.:.,DOOR ~ FL. FqV FL. WARS sus A 5o•-a- ~ ,so F~1 FN FL ~L. a _ E (f.S / f 000) 33 PACES ~ . BACKGROUND ~ I_5" ~ • •n ~ savttte~ QrS7,(10 Q,-57,00 EL•-57.04 -S ~ ~ EL..7.00 57.00 EL. 57,00 y6 TOTAL ~ 78 S C 3~ .~s c~ PROPOSED ~ • ~ ~ ZS5 FINE ~ I" SERIES °c" ~ . ltw, t te') •4400 BLACK ~ I ~ 1 ~ ~ ES . 75 ' ~ ' o? M 4x,54 ~ 0 ~ ~ ~ PARKING o ~ s, ~ FFiCE 15.000 s,F, ~ I ~RR UiDED 83 SPACES 1 ~ a~: ~ ~ I/2' ..BORDER 1=.5.: 31.14 .SERIES "C" ~ , , ~ to h ye ~ 7t3ff tD ° ~ ~ W R P1ST LL / ~ o ~ISTALL 4' DIA. o° I A EHOUSE 22,b44 S~, A ~ SAN. s~ \ \ . v C1,EA~UT v X h ~ 3ff` ~ ~ ~ LETTERS 1.5" : ' 264. LF. OF 5 I 1 h Rtr1 EL• 54.92 „o X ~ a° X k DOOR ' ~ ° X o f . u • 5470 TOTAL . 4 37,000 S.F. PVC i sDR 351 s ~ PN, EL, • 206 < ~ ry SEWER AT l00 x ~ \ h t l l ~ ~d~0 S ~ 0~ C4tA,DE \ 5'. 19' • 0 .2 - 0 ,39' Q Sa e•auttt~ 6 20' S S d 1 \ N ,39' ~ ~ tfSP(iRLT! h1 75 ,C, • 54,50 4. ~ - 3 6' 3" Q .5•.~,. ..,.p,, 1 1 25' 0' 492 ,1; 'ij"' ,F'.1:% i t 1 1 4' ~ ~ ~ ~ ~ FT'P 55 ~ ~~j PySTALL c~ATE . - ~ b CLEANOUT CLF.ANOUf 1 !O !E 54,30 tE.• 53.90 LE• ~ tt FI/C H/C, tE.• 53. tEr 5236 " 0 4,80 ~ raucTl~ IO ~ lE, 5 b CONC. ~ !O IO VERT .84 • ~ y~' `o e° 4.75 0° 0 3.88 I 64' y y, \ ~ h. ~ ~ 101 , ~ LI.J aav. ELEV. • SEGO ' '~"~"i.'t.J: ' R~STALL GRATE . 9' ~ 10 SPACES AT 90' - 0' g' p~ ~ 4 h I l h ~ a ~ ,y 9' )QO SPA AT 90' - 0' X 9' 10 SPA AT 96' - 4' X ~ r" 0 4.01 TOP ELEV. • 55.46 ~ _ hb_ - - - - - - - 5.06 4.82 - 4;43 4.33 4,23 4J I ° ~ \ a ~ y~ H/G -SIGN ~ ' • ~ - _ - _ 3,76 ! MV, E1.Elr. - 5240 q • 7.37 - - - - - - - - - - - - - _ _ _ 'WIDE h g6 6' CONC. ~ - ~ ~ 8 yN ~N BAI~9( OF 3/4' i~TERS (APPRDX S UNffS) ~ h o WITH REDUCED PRESSURE BACKFLOW PREVENTORS , . 1 ~ r P,E waTER SERVICE LNES ro uNrs , 9' ,OI 10 SPACES AT 90' - 0'~vb VE3iT. CURB N ~ ~ N I f 5 SP ~ ACES AT 4- O' 0 I i i i I IO' 14 SPACES AT 94 - 0' 9' 2 SPACES 4,p1 f I ho• ' 1! \ ~ 0 9' A IV2'KiV2' o I , 25' - o !0 TYP. 5 30 O- 9' 9 l TAPPtJG SLEEVE REMOV ATA VALVE t BY 4THF.RS I slc~-tr : E; ~ 9 ~ r \ ~ i TYP. 2 1 j ,f 45a ~ ~ c~ g 1ST s ~ 9.T 500 PER FJ).6,T. T 3 / CONC. \ F1~DNlp ~ ~ 56'a O AP X, LC~ATION~ ° MJ42 657 657 SI(~tf e9 5.70 OF 8 ARV.C, F R 6 ~ S{(~f!' S.OO SK~iT ° 4.00 o cE h Is ~ ~ ~ ~ S ry ~ P.O.B. . f 1834 ~ TRIA h a i i4 •J SANTARY SEWER MANFtOLE ~J P.O.B. vin H Ems,.- ~ , h MAIN x ~ 20' h f PR V2'' „ ~ • , , 5.00 ~1p~11r ~ 20• ~ K !N. EL- 4LO7 Os• VCfl ~ . / T~Sy37 a iN. E4r 4loe or vcPl f ~ SL9 ,NYC aw. xv. Et.- a::os sr vca~ M,p,T: FOR 5/W ~ e g1 • s ' h . ~ ':RVSTAI,L•'5. •WR)lr';CONC,- SRAt.K,~,:L' `2 '~>3~; : . s3 ' • L-•-• ~ ; ~ISTW.L' • 5': WIDE .COIQC: ffiDEWAtft ' ~ ~ ' o~ ; • • ~o~i RPPROX TOP B ' • i~. ; . , F°. sL9a GONST. IS F.D.OtT. (RSPhIN.Il qa', o yv6• h•'_---F o~1N0 72' RCP -~'k~ FM D~ ~0 ,y • sTORM sEWER I NOE!( No , 608 aM 81^/r sass I \ . _ , w. Nv. e..- 4los Pay H ttt: a.,• ~aoo Ci4 RcPr ~ ~ ~ X54 s ~ ' y1 i'1~r h1• VERFY ~2 ry ~6 S h DOE OF RORD h° ~ y~ ~ WC RAMPS PER, STORM SEWER MAi~B-foLE FD,0.T. FDEX P1 Rk. etvr ..^so _ . Na 304 riE. Elr MSO csa• RGPI , ViSPtIRI.D ° 6 ,y6 sia `j° h 1• 1• S7 ~ h S CR 28 aw, rN. er aASO aa~ RCPI ~ - _ _ _ \ N - SAMfNtY SEWER 9 R/W c~tATE Pp.ET` \ - - - _ - - _ . - ~,y ~y`I'9 NtD N~"10'4PVI ~q'R SAi~GTARY SEWER MAt~9-TOLE ~ : . tl HP: 6FVr SL63 x ttn a.EV.- saaz APPROX, LOCATION OF y0' ta• aEV.- Baas Sa?~ PISTALL TRAFFIC hry S3 g 8' WATER LR~E BEARNO gEAt40U1' w. riv, e.,• sons eau x Nv ar sole cau SAPlTARK, SEWER .h1ANH°LE h 411 RCIiE LRE h~ s w. tw. E~.- ~a4 as vcq 12' MIN. 5' . 9' • . e nc~ a.- saw ar vcrr ~ a" ~A~ EDGE OF PAVEMENT w. Nv. a 4aes as vcv~ ' WATER L9JE ~ ~ NE E~ ~ - , W • W ~v. as w ,y . ~ sT°RM SEWER MAMiOLE APPROX. LOC ~ x ~ sv=vr ssaz R~STALL 73' • 8' DJP, f SDR 35 „ All N OF x rev. saoa suu Ox „ 8 WATER LINE E My ~ ~ AT MNt t GRADE EX T NO F CURB ~'~~;~R~ HANDICAP PARKING STALL STANDARD 10 F CURB E tN. B.- .ns< sars ~ ' w. rrv: a. ~4 ar ~ WITH 3 TRANSIT'K)N 10 TRANSITKON TD w, Nv. +aos yr ac» ~ . ~ Sl W F D,D.T, INDEX N o. 300 ~D.D.T, INDEX ~ ~ b • ~ • LEG .ND: E V4 t~81 OF SEG 1?•29'6 FND =FOUND P.4C, - - N =NORTH _ SlR =SET IRON ROD - S SOUTH ~~J[''~~~p C~J~) ~ ONE l 8 13) 9 - • ! - ~ • ' • FCM =FND CONCRETE MONUMENT . ~ , . I , . , W =WEST TOP dF w~'~:.,,. I I - PiIU1YCt~ VI I lVL III~U'IGf NUJL" I'2~&0~3~PER CITY 3-29-04 pPER.COU I ~~V(~Q~ ~ 34•S~? ~T f 1-27.04 PgR. CR'Y 4-5 -04 PER. GT ~ 0 _ ~ i ~ " - FIP -FND. IRON PIPE . ~ E -EAST C~ 2.6-~ PER. CITY g e j ~ ~ P~PARED FOR: SCALE DRAWN 8Y: SFEET No, ~ PROR • -POWER SOLE D =DEED REr. wa~~.. ! . ap . LEGEND ~A~~ 1"=30' MRYI~ER 4 w : y= GUYWIRE M =MEASURED s~ • ~ ' .•'A• =CONTOUR LINE ...-_--,2--- , ®-POWER POLE ~ ; ~ w ~ . _ ~ _ _,:82 ~~1. FXLSTING GRA~F : fXl -WATER VA(VE n~r? ~t~ cl~non~rs~f~ _ DATE _ _ . ~ _~.w ~ OB , • , . ~ M ]IF PO a Vy~/ =INTERIOR ~ V OUERFERD WOES V1 X442 -,00 -2 s c Q 5L.2 50-00 Zoo 1/1 00 °Q LANDSCAPING 12.50 =PROPOSED GRADE $WALE EX(STNG GRADE 777. t T4~2d - - =DIRECTION OF FLOW 5560 - PROPOSED GRADE _.r . 1 x+18 . SECTION A - DRECTION OF FLOW` 4 } - Fl =SILT SCREEN PAR. F.D.O.T. gcxe v ra , i N 6 INDEX No. 102 f. ~GRA,DJ V PLAN FLA e ~'4-40-m .pEa ~No 1~?''" y4~`~~ WT. OF ':E~TM 19 ,L TAB / , . _ • ~ , • • FILTER MATERIAL SPECIFICATIONS air 2 DROP AT " I" V2°° R. • FILTER GRADATION CHART ii i. DRIVEWAYS FINISHED FINISHED ' o /a.. 9 i 5 U.S. STANDARD SIEVE SIZIr FINER OY WEIGHT 3 R _ PAVEMENT ~ GRADE ' „ i. 3/a IQO 3/9 R. i~ ~ ;'~p ' - 3/$ 90-100 , ' ~'.'r•~•%~' . WEARING SURFA err. ..,Sr'• ARING SURFACE ~ bra BASE ~ ' ' d' a' ~ • • R•~• • r;. bpi{ i`,,;y , NO'20 26-69 • • EASE N ' ~0 ~ •SUB BASE . . NO•f00 5-7 ~ • • . ~ PITCH°OUT CURD DETAIL NOTE: STRAIGHT CURE • DETAIL ~ FLUSH CONC, CU THE D20 SIZE OF THIS Fli_TER 1S APPROXIMATELY O.a2 MM AND THE VERTICAL PERMEABILITY v~' RATE (K) IS 130 fEET PER, DAY (SEE - ~ ' ~P GRADATION CHART) . NO LIMESTONE OR ~ CRUSH.ED~ SHELL IN FILTER MEDIA. / ti ~ ' OPERATION ANO MAINTENANCE INSTRUCTIONS , ~ . . ~ i. L, CUT GRASS WEEKLY AND REMOVE CLIPPING. AND DEBRIS ~A f 2i UNDERDRAIN. T0'• BE FLUSHEp..WITH WATER ANNUALLY' •V1~1 THE : CLE~pNOUT , RING SURFACE ~ • 3 IF WATER MAINS IN POND 36 HOURS AFTER A STORM EVENT FLUSH ~ ~ 3/4~~ R. d ~ WE RING SURFAC RE A ~ '4 trw N UNDERDRAIN. SUBSEQUENT TO FLUSHING AND WATER DOES NOT DRAWDOWN, - - - DROP AT ALL ~ UNDERTAKE REPAIRS AND REPLACE UNDERDRAIN AND'FILTER SAND, IF RI D VES - , e NECESSARY. 1.5 L5 7;.~: A . 4. VISUALLY INSPECT' CONTROL STRUCTURE SUBSEQUENT TO A STORM ' • ' • • EVENT. . r, , TOP OF BANK i~• :'~.,,•~.~::-;I~;:!:, h• STA iLIZEO UB RA E 12:00 B S G D ;1.9-0°° PARING 24=0°° DRIVE ELEV = 53,00 ' , . OpE A-•-A o S ~ VALLEY GUTTER CURD DETAIL ,a oaa~ TYPICAL DRIVE°OVER CURE o . ELEV. i I / 2 50.75 S ` „ TAIL • NOTES; I• THERE SHALL BE A i/2 SEAL J01NT BETWEEN 'BETWEEN . ~ 9ACK OF CURS AND DRIVEWAY a THICK BLANKET DETAIL.. • WHEEL STOP ' :;':•~~TYPE PC-•f ASPHALTIC CONC. • 9`° STA9ILIZED SUB-BASE • OF ROCK • 2 CONCRETE IN CURBS SHALL ~E 3 000 P.S.I. X00 P.S.I. 1/8'° PER, L.F W ARING• SU{tFACE W%MIN• F B.v ?5 P.S.I, ®OTTOR~ • Ili°° :r•~c.:•r.:.';•'.•~~ F: ,~r::i;:; •r,; ;,r...:.,,..•:,,:: I/4°° PER. L.F. I!4°° PER, L.E . ELEV. = 50.00 • i ~ k' '~Ci , V.. ~ 4 ~ ° 9.~ :.~~F 30 MIL, 6° SHELL OR LIMEROCK SASE COMPACTED TO , /k •,i 1. •.{y~• . d ' ' 2.3 IMPERVIOUS MEM®RANE MIN. OF 98°/° OF MAX, DENSITY. ~.y.y~.,:;,.,••1.,~:.;:;:{~:, INV. ELEV.°48.00 ~ • ,r 3 • ~ G°a P.V.C. PERFO A STD. CAST IRON FRAME , R TED • . . (APPROX YdT, 350 LB, } • / UI~DERDRAIN PIKE WITH . ~ SOCK 3~A ~ 10 8 ° • 1,50 ~ . 5 F F F OND NDER (N ~ • 3 I TYPICAL PAVEP~ENT AND PARKING SECTION f • I-6 STANDARD (MAY VARY VdlTfl SUPPORTING DATA) NOTES: , • 24 (TYR) ~ I . CURB GUTTER PV.C. PIPE SHALL CONFORM TO EITHER ASTM F758 SEE PLA (A5 PER• PLANS) OR ASTH D3034, EXCEPT THAT THE SIZE AND , SCALE I° ~ 4 ARRANGEMENT OF PERFORATIONS SHALL CONFORM , ;e';°~r•ti,~.z,~.' TO THE PERFORATION DETAIL ON THIS SHEET ' ;z. 2,AGGREGATE SHALL BE AS SPECIFIEp IN THE ID.O.T. STANDARD ALTERNATE INSTALLATIO SPECIFICATIONS. SECTION 901, AND SHALL BE SIZE 57, 7~~ MIN. INSTALLATION . • L_ 6if ii „ SPOT WELT • 3.D{AMETER OF PERFORATIONS SHALL BE 3/16 TO 3/$ N i -4 3 SPOT WELD . ~ , , • • iNCHES• ALE A NONWOVEN : • GRADATION TABLE I • RERVIOUS FlL 4. MAXIMUM ALLOWABLE BENDS U.S STANDARD PERCENT ' . EARTH FELL ~ o ~ ~ r,•,r:~. " ' FA@RIC M4TERlAL ~ ~ • , , ~ 22.5. Y~ITH A ,57RAIGHT 2 SIEVE SIDE FINER 2 -I/2 ~ • 12 3/4 DIA. BARS • is ~ ' • INIMUM PIPE 5L7~aRATION A I N TUJEEN BENDS'. I r. ON TOP ND S D S ~ z i/2 INCH IOO - _ 4 I OVERLAP 12 % ~ ~ 5. DO NOT USE PERFOIrATED `P ~ ~ 4 , • a h. V.C. PIPE ~ ~ ,'a ; ON TOPS a OR AGGREGATE UN ER G ~ x A .B ' ~ ~ D NEATH 3/$ INCH 90 100 , , cn _ i/2 WALl1 • ~ n ~ ~ r.. : : ii ROADWAYS. ~ " " THICKNESS 7 I 4-3. ' ~ FILTER No• a 20 •-55 AGGR~ GATE ' ~r' a PERFORATIONS LOCATED AS SHOWN MO ~ ` ~ EVERY ~ I/a ± I/a SECTION F-F y i, t }INCHES ALONG • ~ ~ , . . 9 LEN TH OF PIPE LOCATED AND LAID No. $ 5 30 • ?RS - ~ DOWNWARD As sl•+oWN) DETAIL. OF LADDER DABS No. 16 - o--lo a I _ TO i. 7 TO 13 CAST IRON NON ROCKING • • } TYPE LID.(APPROX, WT. 220 CBS. ~ No. 50 0 5 ' 11 INTERMEDIATE GARS I I/2 x %4 a RETICULINE ®ARS~~I i~°'$ CIS • . ANY DEPTH LESS M THAN INIMUM ~ • WILL REQUIRE SUPPORTING Q Q ~ q:-g ...,.BEARING GARS 5 , x • 9Q° DATA AND SPECIFIC DESIGN ' . 4._3.. • ~ `C/ \ TO DETAILS. ~ .Cl p p Q 11 ,I/~ / 0 Gas 2a_I I~~ ®,e ~e~ 5u L 5 x3x~A os• . OPENS 6 ~ 6 PVC. P~RF'ORATED 120 ~ p . MIN.. • uNDERDRAIN PEPS LAID . ROADWAY UNDERDRAIN. DETAIL ~ BOTTOM WITH PERFORATIONS D~VN 12" ' ~ E V s ae GRAT ELE , E .d.:d: pIp I •,,::•b:. ~ INLET. • 30 GAUGE ALUMINIUM NON•° CORROSIVE FASTENERS . ~ ~ ' . ~ SOLID INVERTED COVER 'r.: r i• i . .e P..i 6 F 1 6 _ EYE HOLT-~ ~ I I A PIPE SIZE iv Q - c•.: A a.~• ~ PLAN d I 1 ~ • I ' , • " I a.~ Y ~ ~ STEEL 't I ' . I I i( i it STANDARD CAST IRON FRAME ~ COVER ' I AI 3 F I 0 3 'I'~•~~ , ~.;d :y ~ ; m w GRATING i:; ~ . a ,;..os r; ~ COLD DRIVEN RIVET • r • , ti•., I ~ ~ - x..00 ~ • i4 ~ ~'.v ~ e s. -4~ ' ~ :a ~'I ~ 5:.`' see'+. ,:y '1rr) Q~ N 1~ d • :•E. , ro a •,l i. • i; 6x6 No.IOWW NO• BARS-IZ c.c. ~.-.-.SKIMMER DETAIL ~ • , ~ BEARING GAR o ~ • Y o.!, 1 $ ~ SECTION C°C r~~ , .r: ~ .I, r ,R :,o° ,4e, B- W GEARING GAR .p ~ ~f• INTERMEDIATE BAR _ 4 :,1 _ 0 r ' • •r..~, ~ : ~ BETICULINE I~AR ;1;'•• •r '•.0'•. '.r ,~•8, .i ".a,•. •I.' ~6.' ~ ~A; ,ti r.~ is f ® L~ f•.a w\:" 'Y ;4••4.11 e+6 • " r ' 1 ° •'•i••~! rr' • r'~~~' ° ~ i ~ a 1l•,.'F ~ f L..1 1....! 4..J I:L.! ' - ~ ,y ~ ~ ' 2ii ~ 2.. Y ~ \ 6ii.d,C:. A ~ \ •~IPE $ ~ ii ~ 'i ~•e . 8 I I {g•,•~•yC •'f~'•~', •}ti t~.Y ~ ~b....t,. •.~~rry .4 r'.li.•r, ~ Y. I \ d~. SECTION ~ , 2-0 z2-4 GRATE ELEV,= E ' \ i~ ~ ~ ,i ~ \ PLAN ~ SECTION A_Q .y ~ \ , j',,~:; li "I~ N0.5 BARS-12 C.C.'a; Ta 1 N LET TYPE °°~V°° • ~ f' ! ~ I I 4•, n ro LOT EL.= G ~ `;:{I • i;; A PIPE SIZE -i OUTFACE CONTETLyL SYUCYURE Di~EP~910Pdffi~ • ~ a ;7 / \ ~ ~ ~ 'I~: ~ , ~ i. a ~ I'~r'.. BOTTOM ELE.= C NO. A B C D E F G ~ ~ ~ ~ tit a'a x h PROJECT TITLE: FEVISIONS: $«3«9>3 PER. S,N~EW.M;~. ADD UNOERORAIN ~0~~ (gd~b ' ::1 n : ~ e y , ~ .1~;>' I 18 3,6.2 48,00 0e87' 51.62 L00 50,75 • •WEAVER 'BUSI'N:ESS~~~ut`CE.IVTER~~'.~ ¢,s . Y . N ~ 6. P.1tC. ~ Y ~ ~~a PIPE . ~ S~~ ~ ~ , ELEVATION VIE~I ~ / , - ~r. " SECTION A--A Y ~ • • t.. PREPARED FOR: ~ , SCLA,LE.t„A' ~~~O~~N BYE. .SHEET N0. ~ ~j . J,.C. WEAVER' ASSO ~ fl Y~IY IVY~ta tl'~ G ~ x„n, ~ ~ ~ ~ WEAVER ENTERPRISES ~ OUTFACE ~ CONTROL STRUCTURE DETAIL r i YMCA tier ~i.a~A nA nu ww.. - ~ G YGK yr ARWATER,.: FLORID33575 DATE: . 442 LLTE -40035 5 I 24 J :SHEETS CERTIFY 4l R ZA N • N .;4 66 N.I.C. " -NOT IN CONtRACT DRAWING U ' LE IGNE SEA~Ep Y;: p r , 1 ISOMETRIC VIEW L, I PAVING S DRAINAGE DETAILS ` y ~ ~VR- x~~ P'`aglk, P'E LA. RE. E Gk N6:~21939 'FLA 'j~l1RVEYOR NO. 4073 N I9 TOM) ~S . PLANTER ARE I PLANTER ARE TO BE ~ Q 5' x 10' 5' x 10' o d 2' CONT. LAYERS OF I CYPRESS MULCH r~ 3" SLIGHT E 3" SLIGHT EARTH ° >aa D SAUCER CC SAUCER CONT. •iiiii :;'alai a ii FLEXIBLE ATTACHMENTS ~ REMOVE TREE STAKES ~i , TO PREVENT CAMBIAL AND GUY WIRES AFTER u i i ~Iai DAMAGE I COMPLETE GROWING ~ us ~ FORMED BALL OF PLANT HOI =ii =uI CONTAINER - - VERT.SIDE~ PLANT HOLES W/ ~ SEASON VERT.SIDES #12 GAUGE DOUBLE STRAND AERATED EXISTING ~ TWISTED 4" DIA. MIN, x 8'-0" PT. SOIL MIXTI SOIL • ,SOIL MIXTURE WRE 3 PER. TREE WD. POST STATIONED 3 PER. TREE ~ SHRUB PLANTING 3" SLIGHT EARTH ~ off' ~7 9° x; ~ ~ ~ ° DETAIL 2"-3' CONT. LAYERS OF SAUCER CONT. r J ORGAI~gC MULCH 30' 2a lo' o' 30' ~ NoT COMPACTED cc scat.E r • ao' \ II I~ I Ill~llf III III•I III I~I I = PLANT HOLES w/ 0 FORMED BALL OF _ VERT.SIDES . q5 O o y o NSTALL 34 LF TMKiRI~ o OF 6' UNDERDRAN WfTH . ry v CONTAINER I=III IIII IIIIIII~ I , Q NSTALL ~ S LPER -SEE sl•~' ~`°0 5 OF 6 OUTFACE CONTROL III=11 • 1=1=III ~ TOP WALL ~o STRUCTURE ~ ~T4 EL; 53,00 y o TOP OF GATE EL. - 5L62 - - - _ - ~ SOIL MIXTURE ry 0 MN. OF 3 BATTENS ~s ~ ~ ( PN,El.. -48.00 REMOVE V2 OF TH LOWER m 1, CONTAINER TREE , y .S WIiFI PADDAIG FROMS AN) TE TFE REST .p AM h~TAL STRAPPNG ~ g~,Ap Sips w - S BOTTOM OF POI 9r ry° PLANTING DETAIL ' c aFaR aF rn~rx f NAfl. 2' x 4 WOODEN l SABAL PALMS 1 rya ~~nff: $ EL. - 50.00 0 BRACES TO TI•E h° ' ~ • w o ~ ~ ~ ya° 9 NSTALL 56 LF. OF R3' NSTALL 4' DIA. TALL 4' DIA. ORM MAt~IOLE BATTENS ; •vaVS ~ - ~ r(~a; RC,P. AT 225 s: (MADE STORM MAIdiOI.E ~ w o ~ ° RM EL. - 53.00 WOODEN STAKE TO o r~~ ~ ~ 9~ q° NV. EL. -46.74 I EL. - 53.00 ~r BE of surABLE sVE ~ - Z J Tp~ EL. -46,74 b L~IGTH ra STABLQE ° ~ I 71f BRACES ° 9' ~ PALMS MUST BE IO'CR. o o ~ ; ?r` 55.0' AND STRAI(~•iT TRUMC cLEANOUT AT PLANING ~ MNNlI>.M o o PN. EL. •48.00 pk• yo ~o N~ Z' SAUCER ~ 0 4 A~~, BARK MIU.CH o o ? ,ry0 ~ ~ ~ ~ LANDSCAPE NOTES 0 0 0 4T' Dp` y ~ _ NSTALL 4a LF. 0 0 • I) PLANTING sOq: ANY SOIL BROUGHT ON SITE SHALL BE NATURAL. FERTILE. FRIABLE SOIL AND FREE OF Ir: ~ ~ 4;v~~ t~~l~~ 9 y6 o v o 0 6' WRAPPm DRAN y • ANY OBJECTIONABLE MATERIAL. ~ ~ e I~w BACKFLL WRH N@CIURE OF hy~ ~ ° ° o o ~ ap o ' 2) PLANT MATERAIL: ALL PLANT MATERIAL SHALL BE FLORIDA ~ OR BETTER AS ESTABLISHED BY GRADES • ,':a+f , V3 PLANTNG SOL v 0 0 o y`' 9' a~°° K" ~ ,a :ti4, . V3 MR4Q£ V3 EXXBTTNG SOL, o o X o • ~~{Y,;,l,' ' AND STANDARDS FOR NURSERY PLANTS OF THE STATE OF FLORIDA, DEPARTMENT OF ~'~'f , ' ~ ~~r" .WATER TO EI3J~VATE AR POCKETS, v, TOP WALL SCARFY PR • < ,i STS .Q 53.00 , z•u's ~~t;?;a~ lhSPFW.TI 6' CONC. 9 BOTTOM • r t~ ~ . . ~tk ~ 53.98 5325 41 5350 ® o I AGRICULTURE, AlL PLANTING BEDS AND WATER BASINS FOR TREES SHALL RECEVE 2' - T. CURB SODDED - SDESLOPE n 9~ MINIMUM GRADE CYPRESS MULCH. ALL SODDES AREAS TO BE ARGENTINE BAHfA Tf•dCK • ~ WELL ROOTED AND FREE OF WEED, (ALL AREAS SHALL RECEIVE PLANT MATERIAL OR SOD e~ 53.50 I , , OADNG !x PALM PLANTING DETAIL ~ NSTALL 2 zDl~ WSTALL 53.0 ~ h°~•n 3 }SUBSTITUTION: SUBSTITUTION OF ANY PLANT MATERIAL SHALL FIRST BE APPROVED BY ARCHITECT AND MES. PER. CI-fANQUI WITH ~r 3 FD.O,T. PiDEX No. 272 ~ 35 CONC. COLLAR /~4 ` y° Vz. • ~ CITY AS TO TYPE. SIZE. QUANTITY AND UMT COST. V LOT 15 ~ ~ 48.00 NV. Ea. - 5000 PROPOSED y~Y q~r p ~ a ~ yo 39 oseQ ,~c, uLn 398 paw I9I 4 }PROTECTION OF PRIOR TO THE PREPARATION OF PLANT~JG AREA, THE CONTRACTOR SHALL ASCERTAIN PROPOSED (MATE n ME.S, PER FD,OT. 8 barw. S s ~x~' 0 ~ . O P~.Ei' s •'d ENCLOSED h~ Q~IDEX No. 272 ~4 Rqo o~..9T •k ~ o~, EXISTWG THE LOCATION OF 'ALL UTILITIES, DAMAGE CAUSED BY LANDSCAPE CONTRACTOR TO TOP OF g2ATE EL. • 56.00 ' n NSTALL y 1 LE • 5000 ~ t `ti' IE • 5200 n FfftE HYDRAM' DUI~'STER ~p ~ ~9 ` e' x 12" h h° ~ WSTALL gtATE IMPROVEMENTS THESE UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ~ ; OADNG . , q° N • 'ACC TAPPPIG SLEEVE TOP Q-EV. •5350 . ~ FOR QUANTITIES FOR LANDSCAPE MATERALS ARE NOT SHOWN ON MATERIAL SCHEDULE ~7 h m ZONE [11,P. s yy. vd~'t~ ~ NSTALL 6' FNE LNE lD.f,P,1- $ s~ ' a 55.00 wv. ELEV. - 5x64 CONTRACTOR SHALL BE RESPONS~LE FOR NUMBERS AND PLANT MASSWGS AS SHOWN ~ ~ ~ EXLSTB~G ON THE DRAWINGS. 9M ~ GISPtW.T) SQ FR VY `ir co3 ;IE _ 55.00 f2 DQ 55. aP 9 •o y6 nM •a3 •J f~ yN Cb 5"D~ ~ ~ DRAINAGE STRUCTURE K RM B.EVr 47.62 - ~c~+,au,>r. ~ ' E ~ a 4~ ~ ALL TREES, SI-~tUBS, AND GROUND COVERS SHALL BE OF THE SIZES AS CALLED FOR , ~ r,- ~ +$4V(T~ • •tONf ~ p v Sao 2ao2~E u~o~ 27aod o J~ ~ ~ ~ ` !N THE LANDSCAPE MATERIAL SCHEDULE ANY PLANT MATERIALS AS DETERMINED BY sroRM sEwr~t MAI~ioLE ~ ~ ~ o Q o 55.00 ~ K ~r THE ARCHITECT AS NOT MEETWG THE SIZES AND QUALITY AS CALLED FOR. SHALL a`~°.~, ~ K ~''°2° BE REMOVED FROM THE SITE. CONTRACTOR SHALL SUBMIT SAMPLES AND/OR PHOTOGRAPHS .g ~4'' M o ~ DOOR ~ h W ~ ~ of PLANT MATERIALS FOR APPROVAL BY THE ARCHITECT. s ~ oo ~ o FIN F 00 1 ~ , L R s APPROX. 4 , ' ? a c c b 55,00 ~ 1 FIN FL40R FIN FL00 p Y DRP LNE oN ~ ~ R F!N F o0 EL. 55.00 ~ a ~ ~ ~ L R (TYP. l r, ~e° VERT. CURB y d aUtTfff 5 } fNSPECTION: ALL MATERIAL SHALL BE SUBJECT TO WSPECTION PRIOR TO INSTALLATION AND AFTER ~ o ~ ~ EL. 55.00 EL. 55.00 EL - 5 ?n WSTALL 138 L.F. OF (5` R.CP, AT 072 % GRADE 5•Q4 ` ~ vix 5' FOUNDATI , ~,~AT~ BY ARCHITECT AND OWNER. ANY MATERIAL FOUND NOT TO MEET THE STATE REQUREMENTs ~ SHALL BE REMOVED AND REPLACED WITH THOSE MATERIALS THAT MEET THE SPEC~ICATIONS h ~ FI O TREE T4 BE a OOR ~ yb' NFL OR pP PLANTOVGSFRO f< SET BY THESE DOCUMENTS, ~Nya~' ~°y~ SM91'AItY SEWL32 tMi~•toLE • 1~ ~ REMOVED G yv a s ~ BIA.DN y N raLL GRATE ~ LOT 16 ~ ~ po~~•' ~ EL. ~ 55.00 x y ry M ~ TOP OF GRATE EL - 5625 T.C. - 55,00 ~ ; ; 8 9 57. yh• IE - 51M} ~ 6) GUARANTEE: ALL PLANTS SHALL BE GUARANTEED FOR A PERIOD OF NINETY (90) DAYS FROM ~ DATE OF FINAL ' X ~n ~,rs ~ _ fNSPECTION OF MATERIALS, AT THE END OF THE GUARANTEE PER10D, AN LNSPECTION SHALL _ - ~ _ , B.C; • 5450.. 1 _ _ PARKING REQUIRED ~ . ~a G'7 _ _ - - BE MADE BY THE ARCHITECT AND OWNER. - ' ~4sod ~ (Q~ ~ ~ • V m /J. 0 0 0 o o OFFICE t 3/ 1000 S,F,) , 5 SPACES HP. P7N FL. F{Pl FL. FIN FL FlN FL FIN _ ~ WA 4 - DOOR I ~ 7) CLEAN UP : CLEAN UP SHALL TAKE PLACE cOM'~UOUSLY DURING THE COURSE OF THE PROJECT, WITH EXCESS DEBRIS REMOVED PROMPTLY FROM THE SITE. 5650 F~! FL. ° REHOUSE (!.5 / 1000) 33 SPACES , ws~wLn EL.-57,00 ELr57.00 ELr57.00 ~ W p arx t~ EL-57,00 EL-57.00 EL-57.00 yb ~ ~ ~ ~ TOTAL 78 SPACES ~ ~ ~ w 56.75 40.54 i OFF C p ~ ~ ' I ~ ~ j ~ I ~ " `x•00 8 )1RR1GATlON TO MEET THE fNTENT OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE fN SECTION 3-f202 (C) s 6 I E f 5.000 S,F. b PARKING PROVIDED 83 SPACES ~ ~ ~ y g ~ 7L39' ' ~ CODE THE RRIGATION SYSTEM MUST MEET THE FOLLOWING REQUIREMENTS :100 ~ COVERAGE 7L39' ~ . W 4 o NSTALL 4' DIA, cfl ~ AREHOUSE 22000 S~, NSTALL ~ sAN. sEwER Mti CIbUI' ~ ~ ~ ~ L SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE TOTAL " 37 00 264 LF. of 6• x RM EL- 54.92 o x qp X X t . i. ° X o o x • 54.74 0 S,F, PVC l SDR 351 S DOOR AN. , NV - 5 06 ~ I ~ ~ h SEWER AT L00 y . EL 2 ~ yM ~ y ya' I X'~ O 9• OF RRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY . OR MUMCPAL WATER SOURCES. UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT s o ~ ~ GRADE - 0' d ~ o o d~ yb ~ 19 2 I- 0' h - o• I ~ ° p! rrln AVA~ABLE. s oy, c~ motxtt~ I~. ~ ~ 5 5d 5d N ~ ~ 7d ~ ~ ~ 2 IRRIGATION SYSTEMS MUST UT~IZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER 5 5 ~ T.C. - 55.00 6.7 - , ,C, - 54.50 . • p• ~ ~ ~ " ~ ' , 54.92 , ~ W ~ HOSES TO PROVIDE DIRECT APPLICA110N AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS i ~ AREAS MUST NOT OVERSPRAY LOW NEED AREAS. CLEANOUT CLEAN ; lE- 54.30 LE- 53.90 IE- 3 0 0 t , H/C H/ 0 54.80 ~Q ~ ~ , IE; 53,90 LEr 5236 U THAT DO NOT REQU~E IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE HfGH RRIGATION NEED td4c'f~ I ,;,:fi.. ~0 ~ 10 lE- 5286 ..r 56,84 ~ ~ ~0 _ ~ " ft,K : 4.75 ToP ELEV • 53so 3. HfGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE ~RIGATION I bry ~ CTYP.1 fIYP. ; ~ ~ 0 5.88 NSTALL GRATE 5.5fi 10 SPACES AT 9D' - 0' ~y ' yy y ( ~ - ~ ~ ~ ~ o ~ ELEV ' x•00 ZONE THAN LOW WATER NEED AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. _I? _ ~ ..~~o SPACES A 90' o' X , Ud.ET --•-`'I'- • 10 SPACES 90' 0' X cl' ~6 _ IN No CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN SO' FROM A WATER SUPPLY. OP - 5546 ~ yb 55.06 _ 5482 0 - - _.9r _ , g`' T ELEV. ~ _ _ _ ~ _ _ _ - - - _.__i - 54.43 54.33 54.23 54! I o - I yti, o NV. ELEV. - 5240 - - - - - _ _ _ 53.76 y1' 57,37 6 6' CONC. 'v - - - ^ - ' _ _ WIDE BANK OF 3/4' MEl'ERS f APPROX. 6 lR~6i'S 1 ;~c 4. AUTOMATIC 1RRlGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF wrM REDUCm PRESSURE BAac~LOw PREVEMOes p~FERENTIATWG BETWEEN THE SCHEDULES OF HIGH AN LOW WATER DEMAND AREAS. CONTROLLERS MUST 6.01 •%k` ~ VERT. CURB a 19' FROM •B CIS " " NSIDE lu.LL1 9' 10 SPACES AT 94' - 0 ~ g• ~ 5 SPA S ~ a ~a~~ r P,E WATER sERV!(~ L@~ES TO u~rS HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDER PROGRAM ABLE TO BE SET TO d. ; , i - CE AT 4 - O' 10' 10 10 SPACES AT 90' - 0 ' I ACE 0 COMPLY WfTH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RETRICT}ONS, ~ UV OAKS ( ) g• AT •-O' 4. I In ` o ~ , 25• . O• I~ BE LA T ~ g TYP. 5 30' U g' ° fV2'xIV2' TAPPAIG SLEEVE 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUUPPED WfTH RAIN SENSOR DEVICE OR SWfTCH WHICH WILL e Kocul3 ~ 9 ° ~ TYP. 2 Ai~D VALVE c aY oTrErts I OVERRIDE THE IRRIGATION CYCLE OF THE SPRWKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED, 54.5 2 Z ~ , 55,00 FTD N - - - rn _ ~ P•• 10) HEDGE MATERIAL: ALL HEDGE MATERIAL MUST BE MAIt`1TAINED AS A MINIMUM 3.4 FOOT HEIGHT OR AT A HEIGHT • SAMTARY SEWBt MAh&i°LE 4 t s H ~r ~ SUFFICIENT T4 SERVE THE INTENT OF THE CITY OF CLEARWATER LAND DEVELOPMENT • uuPrw.n H r~. B.r µo7 er va5 CODE. . - 55.0 96 ` p . . ; . ' 52,37 a Mt B.r 4C06 aC Vdq _ 549~2,}a'[C av~ rrt: ar 42os ~ vct5 1. ' a~ 2a oz .1~~. ' y ~ TALL 5: WNE EOjdC. SIDEWALK • , • ~ ' 28 It, •r , _ R ~ , i R 35 T 5' .W'iDE ~ON~: ,3DEWALf~ ' .G°. ' • e II) THE EXOTIC SPECIES, LE» BRAZILIAN PEPPER LOCATED ON SITE MUST 8E REMOVED AS A COND~ION • • sG ,•e • srokht sew~tt t~nn~lo OF SffE DEVELOPMENT. 'vo~t P R. A ,A ~ P A e• ROX TOP y ' ' • USPFW.TJ 9~ oM,~R R. .D.. y AN ,y o 72" RCP - ry CL OF ~ y1 ~ Q` ~ _ _ _ as r KPH 6$~r 9258 W. NV~ Fds 4L°8 C1W K 4Q0° a4• acre 12) MULCH TO BE USED IN PLANTER AREAS. we twos PER. STOP ~0~ 13) SOILS. WrrHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL ~ FDC•E OF RORD ~°y trtAFY ~ s - o' 25' - o so' - o' y tawl y'` ~ FD.O.T. MFDf rl ~ 6EVr 9250 66 APPROX. LOCATION 0~ 8 P.V,C y y~ ~l• FORCE'MAIN ~ 54' - 0' y 30' U S $p' - p' RO AD - - - - - - - ~ - a 304 ao• WITH REGARDS TO P.H» SOIL STRUCTURE AND SEASONAL HIGH WATER TABLE. aw M+, 6r 445o aa' acrt ' y ~v - - - - - - A y~. a ~y~gF~9 Nr<D N~~au2il ~pt~{ snrarrutY sEw~ tMw•to~ SAMTNiY SEWER MANH I (RSPI{hl.Tl 9~' R/W c~tATE P1LET - - - - -.t'~. _ - ^ ^ - PROX LOCATION OF 6 s ~ C- `T^ p K RM Fi.EYr 7e,32 WATER LPIE y TOP 6FVr 5464 QJ~ BEARPlli ry !Iq NAM L36Vr 91,65 S. !j W. N'l. 61 4274 6S VCPo w. rrv. ar ~ & PN. e..-lose etro ~sMPfARY SEWHt MAfbioLE yr` 90 J'ICAE TAE •J~ h'V ~ goy ~ v~ ~ e" WATER LWE ~-8" WATER LNE ~ ~Y ~ ~.6 ~ vim, . EDGE OF PAVEMENT w. Nv. e.,. aaxs or vcPS y i W w ~ ~ Tar 1181r Rao TREE LEGEND sTO~ SEWER MA<`hi°~ ~ APPROX. LOCATION OF N RH a~vr NsTAU. 73' B' D,IP, (SDR 35 4 Nl,Gr 9Ar ®'IIMI 8 M: Or 4TS fC11 K N/.M ~Saq OS A71 ~ p 8 WATER LINE "v' 50'0'` °Jt~' AT MN. lOx GRADE I~~ Sp SABAL PALM (SABAL PALMETTO) (24 TREES) W °r R`" 'Fpy~ . NJ. 6.r ~?s4 V7 RcP) W ' 0 LIVE OAK (QUERCUS VIRGgVIANA) (13 TREES) DH DAHOON HOLLY (ILEX CASS{NE l (9 TREES ) ~ L NOTE n CM CREPE MYRTLE (LAGERSTROEMIA lNDICA) (33 TREES ) E V4 CORt'f•R ~ MATERIAL. N~.L BE PlSTALI.EU ON Sf iE Pl A h~d1M 3 FOOT WDE PW~IfR AREA OF SEC >r2sl•6 P.OC ALONG ~ SOU(N AED EAST PROPERTY LBO. , ~ SI SLASH PINE (PILAUS ELLIOTT)I) (7 TREES) HEDGE LEGEND PRO.lECT TITLE ~ REV~SIOIJS; 4 F£R.CI ~~Q,~pNti l8 13) 934.S • HIDISCUS ( ) (68 PLANTS ) WEAVER OFFlCE / WAREHOUSE ~ i ° ~ PEA ,TY o SC POND CYPRESS (TAXODIUM ASCENDENS) (34 TREES) ~ PLANTS MIN. 3 GAL 24" W HEIGHT 30' ON CENTER (~0~~ 3-29-04 PER. CITY v w~ 6 ~ G :VlSlJ~RNUMI SUSFENSUM ) (345 PLANTS) y. L PLANTS M 3 GA 2 " 30" sc PODOCARPUS (PODOCARPACEAE MACRoPHYLLUS) (21 TREES) ~ L 4 ~ HEIGHT oN CENTER L E G E N n ~ wA av~ r ~ 30' MRYDER ~ ~ ~ . EH SAVANNAH HOOEY) (ILEX OPACA) (9 TREES) GROUND COVER WEAVER o>: w ~ -POWER POLE 2450_WEAVER PARK D~UE__, nerG ~oa.t~...: ~ : R rn TREES TO BE A MR 10' IN HEIGHT AND 24i CAL. AT PLANTING IH HDIAN HAWTHORN DWARF ( ) V'4 - wnirx vnLvt OEMIAM FLORA 33515 I J PLANTS MR 3 GAL. 24' IN HEIGHT 30' ON CENTER - OVE ffffi WIRES %TEL 442 - 0035 12 -2- 03 s~TS C: TOTAL TREES PLANTED (146) GIA lO~ NT LER PE ( ) 3a - EXISTNG WDE 4 TOTAL TREES TO BE REMOVED - 2 PLANTS MIN. 3 GAL. 24' IN HEIGHT 30' ON CENTER 60 - PROPOSED GRRDE NOT Y y AZ AZALEA ( RHODODENDRON SP.) PLANTS MIN. 3 GAL. 24' IN HEIGHT 30' ON CENTER DIRECTION OF FLOW RAWM LANDSCAPE PLAN x , DA FLA. 219339tVEYp . .11011p - , , ~p TN rs TARP ,,11